670087_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 On September 30, 2019, the p g g General Permit
expire. As required b these North Carolina State NO-Discharge
Non-Discharge General permits permits, facilities g General Permits for Animal Waste Management Systems will
that have been issued Certificates of Coverage to Operate must be received b must apply for renewal at least 180 days
y the Division of Water Resources by no later than April 3,209 prior to their expiration date. Therefore, a,] these State
Please do not leave an all applications
Application must be signed and dated by the Permtttee Please veri
h all information and make any necessary corrections below.
-0087
1. Faun Number: 67
2. Facility Name: Rex Certificate Of Coverage Number:Halso&Son AWS 3. Landowners Name(same as on the Waste Management Plan):
4• Landowner's Mailing Address: POPO B ReHalsQ
City: Bey
Telephone Number: State: NC
910-271� 15� Zip: 28518
5. Facility's Physical Address: E-mail:
1361 Kinct��j�
City: Ricer
6 CountyState: NC
Zi
where Facility is located: P: 28574
7 Onslow
Farm
Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integ
rator,write None"):
10. Operator Name(OIC): Gina M 11 Foods LLC
11. Lessee's Name(if there is not a Lessee,write"None"): Phone No.: 910-271-170 0
OIC#: 995230
12. Indicate animal operation type and number:
Current Permit:
Operations Type Allowable Count
Swine-Feeder to Finish
Onerahiamm 5,280
Swine
Wean to Finish Cattle
Dairy Calf
Wean to Feeder Dom^
Non Laying Chickens O
Farrow to Finish Milk
Heifer thernes
Horses-Horses
Feeder to Finish Milk Cow Laying Chickens
C Pullets Horses-Other
Farrow to Wean DrY ow Turkeys Sheep-Sheep
Farrow to Feeder Beef Stocker Calf Sheep-Other
Boaz/Stud
Beef Feeder Turkey Pullet
Gilts Beef Broad Cow
Other H'et Poaltry
Other Non Laying Pullet
Layers
MAR 2 8 2019

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)
f vo 0
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),siE ne b� the owner an 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]

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
high water table.Attach burial location map and plan. seasonal
Landfill at municipal solid waste facility permitted by NC DEQ under G
13B.0200. er S 15A NCAC
Rendering at a rendering plant licensed under G.S: 106-168.7.
Complete incineration according to 02 NCAC
52C .0102.
aA composting system approved and permitted by the NC Department of Agriculture
on-
sumer Services Veterinary Division (attach co permit). 9 tue & -far additional requirements Must be met and a perm t is requiredf from NCt is DEQ distributed off-farm;
In the case.of dead poultry only, placing in a disposal pit of a size and pp design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
aAny method which, in the professional opiniorhof the State Veterinarian, would.
the salvage of part of a dead animal's value without endangering human or animmake
al healltthsible(Written approval by the State Veterinarian must-be attached).
Mass Mortality Plan
also recommended for all animal operations. This plan outlines farm-specific
mortality plans are required for farms covered by an NPDES permit. These plans are
c mortal
agement methods to be used for mass mortality. ity man-
.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
dditional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature m Owner/Manager
Date
Signature of Te hnical Speciali
Date

1
WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Monday, December 02, 1996 Updated 111112012
Producer: Halso Farms,LLC.(Rex)
Farm Name : Halso&Son Farms
P.O.Box 784
Beulaville,NC 28518
Telephone# : [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals : 5280 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre-cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5280 hogs X 1.9 tons waste/hogs/year= 10032 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5280 hogs X 2.3 Ibs PAN/hogs/year= 12144 PAN/year
Applying the above amount of waste is a big job. You should plan time and have a ro
equipment to apply the waste in a timely manner. pP pnate
The following acreage will be needed for waste application based on the crop to be r
soil type and suface application. gown,
TABLE 1 :ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE&CLASS-
CROP YIELD LBS RE COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE
189 1 GOLDSBORO 0-2% 6 NACRE NACRE USED TIME
189 1 GOLDSBORO 0-2% G 0 2. _894 _
.5 325 75 MR 0 TC
10 GOLDSBORO 2-6% A
189 SG 1 50 0 2.75 138 SEP-MAY
189 10 GOLDSBORO 2-6% BH ! 6.5 325 0 6.058 1969 CT
189 SG MAR-O
2 GOLDSBORO 0-2% 1 50 0 6.058 303 SEP-MAY
2 �GOLDSBORO 0-2%
189 BH 6.5 325 O� 2.42 787 MAR-OCT
i-
189 3A GOLDSBORO 0-2% SG 1 50 0 2.42 121 SEP-MAY
189 3A 'GOLDSBORO 0-2% BH 6.5 325 0 2.53
SG 822 MAR-OCT
189 3B GOLDSBORO 0-2% 1 50 0 2.53 126 SEP-MAY
189 38 GOLDSBORO 0-2% BH 6.5 325 0 1.38
SG 448 MAR-OCT
189 4 GOLDSBORO 0-2% 1 50 Of 1.38 69 SEP-MAY
189 4 GOLDSBORO 0-2% BH 6.5 325 0 2 62
SG 852 MAR-OCT
189 5 NORFOLK 0-2% 1 50 0 2.62 131 SEP-MAY
5 NORFOLK 0-2%
189 BH 1 6.1 305 0� 2.66 811 MAR-OCT
SG
189 6A NORFOLK 0-2% � 1 50 0 2.66 133 SEP-MAY
189 -- 6A NORFOLK 0-2% BH 6.1 305f 0 13.8 4209 MAR-OCT
189 9 RFOLK 2-6% SG 1 50 0 13.8 690 SEP-MAY
� NO
189 BH 9 NORFOLK 2-6% 6•1 305 0 6.085 1856 MAR-OCT
SG 11 50 0 6.085 304 SEP-MAY
TOTALS: 14662.7
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2

TABLE 2 :ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.
There are no Acres Leased
Indicates that this field is being OVerseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseedin .
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE
BH -___CROP
HYBRID BERMUDAGRASS-HAY - - UNITS
SG SMALL GRAIN OVERSEEDED -- TONS LBS N/UNtT
50
AC - - - - - -
50
Page 3

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 40.303 14,663
TOTALS: �40.303 14,663
AMOUNT OF N PRODUCED: 12,144
'BALANCE -2,519
*** This number must be less than or equal to 0 in order to fully utilize the animal Waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 1953.E pounds of plant available nitrogen PAN
sludge that will need to be removed on a periodic basis. This figure
is PAN whenear in the
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.8 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
TRACT FIELD SOIL TYPE APPLICATION APPLICATION
189 _ CROP RATE(in/hr) AMT(inches)
—_ -9 NORFOLK 2-6% 5G
189 0.50 :.1
9 NOR FOLK 2�% BH
189 _ 0.50 *1
'S,'6A NORFOLK 0-2% SG 0.50
189 5,6A NORFOLK 0-2% *1
189 *1
-10 BH 0.50 GOLDSBORO 2-6% SG 0.50
189 10 GOLDSBORO 2-6% *1
189 -1,_2._3A -3B BH 0.50 *1
, 4 GOLDSBORO 0-2% SG 0.50
— *1
189 1,2,3A,3B,4 GOLDSBORO 0-2%
BH 0.50 *1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is-not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4

NARRATIVE OF OPERATION
WUP created 12/2/96, updated 7/14/97 and updated 3/25/98 per John Fitzgerald's
suggestion to get zone and field acreage to coincide.
Field 4, zones 7A-813 were amended 04/23/01 and changed to zones 6 & 7 and the original
zone 6 was totally deleted. Also information was changed to reflect new owner.
WUP was also amended reflecting irrigation pulls. The entire tract and irrigation pulls were
overseeded with small grain, but in reality, overseed is not necessary to have a deficit.
Landowner may pick and choose which fields he overseeds.
Original irrigation pulls 9-11 were installed with solid set irrigation in July-August 2003 and
the WUP was amended to reflect this change.
Irrigation pulls 6 & 7 were installed with a center pivot irrigation system in August-October
2006. Pulls 6 & 7 were deleted and changed to 6A. The wettable area has changed to 13.80
acres provided by Rainman Irrigation
WUP was amended 1/1/08 to remove pulls 12 & 13 upon growers request.
WUP was amended on 11/1/12 to change owner and farm name from H&C/Rex Halso & Son
to Halso Farms
Page 5

PLANS & SPECIFICATIONS
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 which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of$10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When 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" in the NRCS Technical Reference-
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
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.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
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
Page 6

and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
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 landownwer.
14. Waste shall be applied in a manner not to reach other property and.public right- of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over-spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon 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 as a preemergence with no other 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 fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element. 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 for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) 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 Department of
Page 7

Agriculture regulations.
* Liquid Systems
Page 8

NAME OF FARM: Halso $Son Farms
OWNER/MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily.irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Halso Farms, LLC.(Rex)
SIGNATURE: DATE: -/-
NAME OF MANAGER (if different from owner):
SIGNATURE:
DATE: please print
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
[phone]
SIGNATURE:
� �-� DATE: Page 9

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Swine Farm Waste Management Odor Control Cheekli st
Source Cause
Farmstead • Swine production
. � Vegetative or wooded buffers; Site Specific Practices � --
Z Recommended best management practices;
Animal body surfaces . Is judgment and common sense
Dirty manure-covered animals .® Dry floors Floor surfaces • Wet manure-covered floors
® Slotted floors;
A Waterers located over slotted floors;
C1 Feeders at high end of solid floors;
O Scrape manure buildup from floors;
0 Underfloor ventilation for drying
Manure collection pits • Urine•
' O Frequent manure removal6y flush,pit recharge,
• Partial microbial decomposition or scrape;
—ust C— 0 Underfloor ventilation
Ventilation exhaans • Volatile gases;
® Fan maintenance;
____ Dust
Indoor surfaces 0 Efficient air movement
• Dust
A Wasltdown between groups of animals; _
M Feed additives;
Cl Feeder covers;
® Feed delivery downspout extenders to feeder
Flush tanks Agitation of recycled lagoon Nmlem
liquid while tanks are filling l7 Flush tank covers;
0 Extend fill lines to near bottom of tanks with
Flush alleys . A itation duain wastewater anti-siphon vents
g g [J .Underfloor flu conveyance sh-with underfloor ventilation
Pit recharge points • Agitation of recycled lagoon
liquid while pits are filling Extend recharge lines to near bottom of pits -
Lift stations with anti-siphon vents
• Agitation during sump tank
_ filling and drawdown L] Sump tank covers
Outside drain collection • Agitation during wastewater
or junction-boxes 0 Box covers
conveyance ._�

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

Source
Standing water around Cause
Improper drainage; BMPs to Minimize Odor
facilities (� Grade and landscape such that water drains Site Specific Practices
• Microbial decomposition of
away from facilities organic matter
Manure tracked onto . Poorly maintained access roads
Public roads from farm Farm access road maintenance
access
Additional Information
Swine Manure Management; 0200 Rule/BMp packet
Swine Production Farm potential Odor Sources and Remedies; EBAE Fact Sheet Available From :
Swine Production Facility Manure Management:Pit Recharge- NCSU,County Extension Center
Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment; EBAE NCSU-BAE
Lagoon Treatment; EBAE 128-88
Lagoon Design and Management for Livestock Manure Treatment and Storage;• NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet 129-88 NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 g EBAE 103-83
NCSU-BAE
Environmental Assurance Program; NPPC Manual NCSU-BAE
Options for Managing Odor; a report from the Swine Odor Task Force NCSU-Swine Extension
Nuisance Concerns in NC Pork Producers Assoc
Animal Manure Management:Odors and Flies; PRO 107, 1995 Conference s
Proceedin NCSU Agri Communications
S Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause
BMPs to Control Insects
Liquid Systems Site Specific Practices
Flush Gutters • 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
Lagoons and Pits . discharge
Crusted Solids 9' Maintain lagoons,settling.basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
8 inches over more than 30%of surface.
Excessive Vegetative • Decaying vegetation
Growth ST Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Feeders Dry Systems
• Feed Spillage Cl Design,operate and maintain feed systems(e.g., w-
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
Feed Stora during winter).
a
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.

Source Cause BMPs to Control Insects. Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where`waste
accumulates and disturbance by animals is
minimal.
0 Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes(i.e.,inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling Accumulations of animal wastes Cl Remove spillage on a routine basis(e.g.,7- 10
Systems day interval during summer; 15-30 day interval
during winter)where manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613.

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
Existin or New or Ex anded �Ieaase�circl�eone)
General Information:
Name of Farm: Z•A G PA- 7-MS Facility No: --
Owner(s)Name: Sov,! CAVA►.JA-u614 Phone No: Clro_324-`}Zs6
Mailing Address: o. �x 3a7 R tGH cA NDS, NG ZB 674
Farm Location: County Farm is located in: aNsZ.ow
Latitude and Longitude: 3q, 55, 25`` / "�7, 36" tb"
Please attach a copy of a county road map with location identified and describe below
(Be specific: road
names, directions, milepost, etc.):
Operation Deseri lion: _
Tt pe of S►rine No. o Animals
f Type of Poultry No. of Animals Type of Cattle No. of Animals
=t Wean to Feeder 3 Layer
;l Feeder to Finish 52 So U Pullets 0 Dairy
O B
�Farrow to Wean
r.t Farrow to Feeder
_t Farrow to Finish Other Tv e o Lii•estock:
P f Number of Animals:
Expanding a
.
P 8 Operation Only ..:. .
Previous Design Capacity: Additional Design Capacti� Y r
r
Total Design Capacitj
Acreage Available for Application: her.2
Required Acreage: • 3.5.G7
Number of Lagoons/Storage Ponds : 1 Total Capacity: 1 G t7,3�5
p ty Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or (NO) (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
aeicx;escycxx�!cx�;ex�jeaeokx�k�k�kxyc#�k.refc�k�t�(cal:�k#�k�k�k�k�k�k�k�k�k�k�k�F�k#�k�F�k�k�k�k�k�k�k�k�k�tek�k��k�k+k�k�k�k*3��k�kM�f�k�t�k�k�k�k�k�k�k�k�k�k
Owner/Manager Agreement
I (we)verify that all the above information is correct and will be updated upon changing. I (we)understand the operation and
maintenance procedures established in the approved anima] waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I(we)understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either direct]),through a man-made conveyance or
from a storm event less severe than the 25-year,24-hour storm and there must not be run-off from the application of.animal
waste. I (w•e) understand that run-off of pollutants from loun"ing and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (w•e)know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new certification (if the approved plan is changed)within 60 days of a title transfer.
Name of Land Owner : '.•ice r � .,�f�� a•oay uwAahuG�l
Signature:`_
Date• -- � � ��
Tame of Alanager(if different from owner):_
Signature:___ _ Date:
ANVC -- January 1. 1997 1

D). LAp lication and Handlin E ui ment
Check the appropr•iare bog
Existing or ex andinR facilit with xistin waste a licati n e ui ment
Animal waste application equipment specified in the plan has been either field cal(`ib aed o or i)valuated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or.nutrient loading rates, a schedule for tuning of applications has,been
established;required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
ew ex anded or exist'n facilit without existin waste a lication a ui meet fo
rrigation. (I) ra4
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
0 New ex anded r e i ting ac'li1. without a isting waste lication a ui ment r la d
reading not using (WUp or I)
a
ray irri anon
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic utrient loading rates; a schedule for timing of
applications has been established; required buffers �} �sQjtni+
contained as part of the-plan). �� W�tc4,calibration and adjustment guidance are
Name of Technical Specialist (Please Print): •.
Affiliation:
r
73
Address(Agency):
Signature: _ Phone No._4td_Zg6-tt1�
Date: z z
E) Odor Control Insect Control AlortalitN,Alan lement and Emer enc❑ A°coon Plan D
SI AMP R or Ti
The waste management plan for this facility includes a Waste Management Odor Control Checklist,an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print)._ 615701;__11 C N . PELT s
Affiliation:
Address(Agency):
Signature:
Phone No.:
Date: 22 -3-LcLy 17
F) «'ritten Notice of 'ew o Ex andin—Sivine Farm
The follo«ino signature bIo nl�•to be used for new or expanding s�dne farms that begin construction after June
21, 1996. If the facility was built before June 21,1996,when was it constructed or last expanded
I (we)certify that I (we)have attempted to contact by certified mail all adjoining property owners and all property owners
Who own property located across a public road,street.or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a 1ist,of the property owners notified is
attached.
Name of Land Owner
bony c�-✓,a-�,�u�F]
Signature:
Name of a�er(if different from owner): -- - Date:
I11an
Signature
ANVC -- January 1, 1997 - - - - — --Date:
3

C) -Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency):
Phone No.:---
Signature: --_—
Date:
D) A lication and HandIin E ui me t Installation ('VS'UP or I)
Check the appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready for use;calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract;equipment specified in the
contract agrees .with the requirements of the plan; required-buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
GY' Conditional approval: Animal waste application and handling equipment specified in the plan has been
purchased and will be on site and installed by A13 t 4 8
orage to
hold the waste until the equipment is installed and u 11
nip €!waste can be landapplied in accordance y/vear); there is equate twith the
cropping system contained in the plan; and c a1kb1'1tlo6Atg!'tddipstment guidance have been provided to the
owners and are contained as part of the plan`%, 11.�1 . ry'pt,
Name of Technical Specialist (Please Print):
Affiliation: '
.Q y.
• :¢ it
Address(Agenc P.}): d 6o,c ta9t3 t�P� to 12 =
--�-�-�-- ,�_Phone No.: 91d-Z9'-1\-1 n
Signature: •''�:AIG! Q'. .•��
Date: 713r!
The follo��ing signature block is onlyto be used wii't 0YR A•V
above has been checked. thi�t�ox'�'tir conditional approval in III D
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
Name of Land caner : 1DuY cA-✓"A-u(�
Signature: //. h_j �
Date:
Name of 1llanager(if different fr. m owner):- -
Signature:.
-- Date:
E) Odor Control. Insect Control and Mortality Management SD. SI IN'UP RC or Il
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management s31stem as specified in the Plan has also been installed and is operational.
?\ante of Technical Specialist (Please Print):__ GeoR&-E H.
Affiliation: - - —
Address(Agency): - -
- Phone No.:_ -
Signature: -
-- I, I997 �

IRRIGATION SYSTEM DESIGNER J9-Dec-97
Name: M. Flo d Adams
Company: M. Flo d Adams, P.E.
Address: P.O. Box 1098, Kenansville, NC 28349
Phone: [phone]
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigaition system which includes hydrant locations, travel lanes, pipeline routes, thrust block where applicable.
2. Assumptior5s and computations for determining total dynamic head and horsepower requirements. ock locations and buffer areas
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the s
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s). ystem.
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance. N.C. Field O
Section IV,ur Practice Code 430-DD.
8. The information required by this form are the minimum' requirements. It is the responsibility of the designer Office Technical Guide,
at a particular site and address them as appropriate.
9 to consider all relevant factors
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the ap
proval of the designer.
NOTE: A buffer strip of 75 feet wide or wider must be maintained between the limits of the irrigation perennial streams and surface
waters per DEHNR-DEM Code section 15A NCAC 213.0200 - Waste Not Discharged to Surface Waters.

09-Dec-97
IRRIGATION COMPUTATIONS FOR.-
Jody Cavenaug h
PRECIPITATION RATE:
PR = Precipitation Rate
Q = Flow Rate (gpm) 260
d = Diameter of Spray (ft 340
r = Radius 170
FORMULA:
PR = 96.3 x Q /(3.1416 x (0.9 x r )s ) x 360 / u
EXAMPLE z
PR = 96.3 x 260 /(3.1416 x (0.9 x 170 ) ) x 360 / u
PR = 0.34 x 360 / u
PR
In/H r. Arc u
0.45 270
0.53 230
TRAVEL SPEEDS:
.Design Depth = 0.50 inch
S = Traveler Speed
Q = Flow Rate (gpm) 260
d = Application Depth (in 0.5
,w = Lane Spacing (ft.) 240
1.605 Constant
FORMULA:
S = 1.605x Q / { d x w ) x 360 / u
EXAMPLE
S = 1.605 x 260 / { 0.5 x 240 ) x 360 / u
S = 3.48 x 360 / u
Speed
4.64 270
5.44 230

TOTAL DYNAMIC HEAD 09-Dec-97
(CALCULATIONS)
FI = Friction Loss Main Traveler
Q = Gallons per Minute 260 260
D = Pipe Size 6.00 3.00
L = Length of Line 3420 965
c = Pipe Coefficient 150 150
FORMULA:
FI = [0.2083 x (100 / c )1.852 x Q / D 1.852 4.8656
( ) x (U100)] x 0.433
EXAMPLES for Friction Loss:
FI = [0.2083 x (100/ 150 )1.852 x ( 2601.852 /. 6 4.8656
) x ( 3420 / 100)] x 0.433
FI = 7.07 Main Line
FI = (0.2083 x (100/ 150 )1.852 x ( 2601.852 / 3 4.8656
x ( 965 / 100)] x 0.433
FI = 58.16 Traveler Hose
63 Incl 5 psi ether losses
Total Dynamic Head for the Complete System:
Traveler Oper. Press = 80 psi (from Chart)
Traveler Hose Loss = 63 psi
Main Line Loss = 7 psi
Elevation w/in Field = 10 ft. 2.31 Ft. of water per
Suction Lift = 8 ft
Fitting Loss = 3 ft. Lb. of Press.
Total Dynamic Head = 159.16 psi
Head at Pump = 155.7 psi

09-Dec-97
VELOCITY:
(CALCULATIONS)
Main Traveler
V = Velocity (ft/sec)
Q = Flow Rate (gpm) 260 260
D = Diam. of Pipe (in) 6.00 3.00
FORMULA:
z
V = Q x0.408 / D
EXAMPLES
2
Main V = 260 x 0.408 / 6
V = 2.95 ft/sec
For a 6 " Line, V = 2.95 ft/sec

BRAKE HORSEPOWER 09-Dec-97
(CALCULATIONS)
BHP = Brake Horse Power (hp)
Q = Flow (gpm) 260
TDH = Total Dynamic Head (ft) 367.7
EFF = Efficiency of Pump 60%
FORMULA:
BHP = Q x TDH / ( 3960 x EFF )
EXAMPLE
BHP = 260 x 367.7 / ( 3960 x 60% )
BHP = 40.2 HP

IRKIGATION SYSTEM DESIGN PARAMETERS Date: 09-Dec-97
Land Owner/Operator Name: Jody Cavenaugh County: Onslow
Address: P. O. Box 397
Richlands, N.C. 28574
Telephone: [phone] --
TABLE 1 - Field Specifications-(I)
Approximate Maximum l
Maximum Maximum Application
Usable Size Application g per Irrigation Real Yeild
Field of Field (3) Slope Rate (4) Cycle (4) (Tons)
Number(2) (Acres) Soil Type yp Crop(s) (in/hr) (inches) Comments
1 5.4 Nortork 2-6 Bermuda Hay 0.5 1.0
2 10.5 Norfork 0-2 Bermuda Hay 0.5 1.0
4 20.0 Goldsboro 0-2 Small Grain 0.5 1 0
4 20.0 Goldsboro 0-2 Bermuda Hay 0.5 1.0
(1) Table to be completed in its entirety by Field Office personnel and forwarded to the irrigation system designer.
(2) See attached map provided by the Field Office for field location(s).
(3) Total field acreage minus required buffer areas.
(4) Refer to N.C. Irrigation Guide, Field Office Technical Guide, Section I & G. 'Annual application must not exceed the agronomic rates for the soil and crop used.

TABLE 4 - Irrigation System Specifications Date: 09-Dec-97
Traveling
Irrigation Gun
Flow Rate of Sprinkler gpm)
Max. Operating Pressure at Pum 260
p (psi)Design Precipitation Rate (in/hr) 156
0.33 - 0.53
Hose Length (ft)
Type of Speed Compenstion 965Mechanical
Pump Type (PTO, En ine, Electric) En ine
Pump Power (hp) g
40
TABLE 5 - Thrust Block Specifications (1)
Desi ner ma rovide thrust block details on separate sheet.
LOCATION THRUST BLOCK AREA (sq. ft.)
90 Degree Bend
2" line 3" line 4" line 6" line Dead End 0.65 1.39 2.30 4.92
Tee 0.4.6 0.98 1.60 3.48
45 Degree Bend
-- 0.46 0.98 1.60 3.48 Ground Ent 2 0.35 0.75 1.20 2.67
(1) See USDA-NRCS
0.86 1.81 2.90 6.40
Field Office Technical Guide, Section IV, Practice Code 430-DID.
- (2) It is recommended that Ground Entry blocking be approximately 25% to 33% more than
that required for 90 degree elbows.

Narrative of Irrigation System Operation 09-Dec-97
According to the data furnished by the Owner(s) and the affiliated companies the following is an overall description of the system to
include procedures of operation such as start-up, shut-down, winterization, and regular maintenance of the equipment.
F
eration contains 6 buildings with a capacity of 5280 animals.
ual plant available nitrogen (PAN) produced by this operation will be 12144 pounds.
tem is designed to effectively wet 36.5 acres of land. As usual, more land will. be receiving water but is not counted as
wetted acres".tem contains 4600 LF of 6 inch PVC (SDR21) with 13 hydrants.
are 16 separate zones from these hydrants.
uld be taken when starting the pump unit to allow all lines to fill slowly so as to allow the air to eschis process, the motor rpm's should be slowly increased to obtain the desired s stem ape from the lines.
escape before increasing the motor speed may cause damage to the system. y pressure. Failure to allow the entrapped
[All
hut down procedures should be the reverse of start-up. The operator should slowly decrease the motor speed to idle and then
shut it off.
regular and seasonal maintenance should be performed according to manufacturer's recommendations.
mps and travelers should be drained prior to freezing temperatures.

Emergency Action Plan
This plan will be implemented in the event that wastes from you operations are leaking, overflowing,
or running off the site. You should NOT wait until wastes reach surface waters or leave your
property to consider that you have a problem. You should make very effort to ensure that this does
not happen. This plan should be available to all employees at the facility, as accidents, leaks, and
breaks can happen at any time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to problems are listed below-
a) Lagoon overflow:
* add soil to the berm to increase the elevation of the dam
i
* pump wastes to fields at an acceptable rate
stop all additional flow to the lagoon (waterers) `
call a pumping contractor
make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary
storage level.
b) Runoff from waste application field:
* immediately stop waste application
* create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
pipes and sprinklers:
r
© stop recycle (flushing system) pump
® stop irrigation pump
© close valves to eliminate further discharge
® separate pipes to create an air gap and stop flow
Page I

r'5 flush system, houses, solids separators:
© stop recycle (flushing system) pump
® stop irrigation pump
© make sure no siphon effect has been created
® separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed
to flowing leaks:
* dig a small well or ditch to catch all seepage, put in a submersible pump, and
pump back,into the lagoon
* if holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
e other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the consultation of an individual
experienced in their design and installation.
2) Assess the extent of the spill and note any obvious damages.
a) Did the waste reach any surface waters?
b) Approximately how much was released and for what duration?
c) Any damage noted, such as employee injury, fish kills, or property damage?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: 910-395-3900; after hours,
emergency number: 800-858-0368 or 919-733-3942. Your phone call should include:
your name, facility, telephone number, the details of the incident, the exact location of the
facility, and the location or direction of movement of the spill, weather and wind
conditions, what corrective measures have been taken, and the seriousness of the
situation.
b) Your integrator: Goldsboro Hog Farms Division, Maxwell Foods, Inc.
919-778-3130 extension 1430
c) If the spill leaves the property or enters surface waters, call the local EMS:
910 347-4270
Page 2

d) Instruct EMS to contact the local Health Department: 910-347-2154.
e) (For technical assistance)
Contact CES: 910-455-5873
Local MRCS office: 910-455-4472
4) 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.
5) Contact contract pumping and/or irrigation equipment companies:
a)
b) -- - — —
c)
6) Contact dirt moving and/or heavy equipment companies:
a)
b) — - --
c) -
onsow
Page 3

f
A
k..
/1
DESIGN
SUMMARY
OPERATOR: SOD`( GAVQ NAuI�►I - �a,G FA;zm5
COUNTY: ONSLOW
TYPE OPERATION•. 52eo F:��et;pER To piNiSN
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that
YOU, your contractor, and the Design Engineer or Technical Specialist do
a construction check on the waste lagoon immediately upon completion, in
f order to have your operation certified. This is a MUST before the farm
can be populated with animals.
The pad dimensions and grades are best estimates. The BUILDER or
CONTRACTOR is responsible for final layout of the pads. The Design
Engineer and/or the Technical Specialist will assist in a limited
capacity, as its major concern is the proper design and construction of
the waste treatment lagoon.
The actual amount of material required for pads and dam may vary from
the estimates. This design attempts to balance cuts and fills as close
as possible. If additional material is required, the Contractor and
Owner will negotiate on the price and location of the borrow area.
BEST ESTIMATES: Total Required Volume cu. ft. : 1643 63
Actual Design Volume (cu. ft. ) ) 1,bf7, 325 PrZ
Excavation (cu.yds. ) : 11, 51 '7q b YD3
Clay Liner excavation (cu.' yds. ) :
Total Excavation (cu.yds. ) :
Pad and Dike Fill (cu.yds. ) ; _` 37�266YO
Clay Liner fill (cu.yds. ) :_
Total fill (cu.yds. ) :
Cut/Fill Ratio: 1.3q !
Job Class:
Date- 3D Per-46
Prepared by:- bocce 4V&Fa-wus
Prepared by:
5

[fit LAGOON DESIGN
Drator:Jody Cavanaugh County: Onslow Date: 12/30/96
Alas the site evaluation been completed & approved: Yes
AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs. -
0 sows ( farrow to feeder) x 522 lbs. - 0 lbs
5280 head ( finishing only) x 13 - 0 lbs
0 sows (farrow to wean) x 433 lbs. 712800 lbs lbs. 0 lbs
0 head (wean to feeder) x 30 lbs. -
Describe other - 0 lbs
— - 0 lbs
Total Average Live Weight = 712800 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 712800 cubic ft (includes 0 cu. ft. add. treat. vol. '
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
aVolume = 179520.0 cubic feet
r . TOTAL DESIGNED VOLUME
Inside top length ( feet)--------------------- 680.0
Inside top width (feet) - ---------------- 250.0
Top of dike elevation ( feet)------- 55.00
14 Bottom of lagoon elevation ( feet)-----------_
Freeboard ( feet) ____ __----- 41.00
Emergency s p -------
- 1.00
depth of flow( feet) 0.50
spillway
Side slopes (inside lagoon)--=---
Total design volume using prismoidal formulail
3 .0 1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3. 0 3.0 3.0 671.0 241.0 12.50
AREA OF TOP
LENGTH * WIDTH =
671.0 241. 0 161711 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
596.0 166.0 98936 (AREA OF BOTTOM)
AREA OF MIDSECTION
MLENGTH * WIDTH * 4
633.5 203. 5 515669 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
161711 515669 98936 2.Of
Total Designed Volume Available = 1617325 CU. FT.
k

_1
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
680.0 250.0 0. 0
170000.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 170000.0 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 = 712800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1302048 gals. or 174070.6 cubic feet
..d. Volume of excess water
Volume = 4778.8 gallons/day * 180 days storage/7.48 gallons
Volume = 114998.5 cubic feet per CF
95C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds;evaporation by largest amount
180 days evaporation 9. 1 inches
180 days rainfall = 22.2 inches
Volume = 22.2 in * DA / 12 in. per ft. = 314358 cubic feet runof
Volume = 9. 1 in * lagoon DA/12 in. /ft = 128775 cubic feet evap.
Volume = 185583 cubic feet
M

5D. Volume of 25 year 24 hour storm
Volume of "Heavy Rain" 8.0 in. 8. 0 in.
Volume = 16. 0 inches / 12 inches per foot * DA
Volume = 226667 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 174071 cubic feet
5B. 114998 cubic feet
5c. 185583 cubic feet
5D. 226667 cubic feet
5E. 0 cubic feet
TOTAL 701319 cubic feet
6. SUMMARY
Temporary storage period====================
Rainfall during wettest period of stora a===> 182 days
Evaporation duringstorage = 22.2 inches
25 year - 24 hourrainfall=period== __ __> 9. 1 inches
Heavy rain____________ -> 8.0 inches
_ _ __ _ 8. 0 inches
Freeboard_______________________________ _
Side slopes_________ 1.00 feet
Inside top length_______________ 3.0 - 1
Inside top width_____________ ___ _ _-> 680.0 feet
Emergency spillway elevation(if planned)====> 53.50 feet
Top of dike elevation_______________________
Bottom of lagoon elevation__________________> 55.00 feet
Top of sludge elevation_____________________> 42.75 feet
Total required volume_______________________ 93639 feet
Actual design volume______________________ _> 1593639 cu. ft.
Seasonal high watertable elevation SHW ___> 168.50 feet
ft.
Stop pumping elev.__________ _ � �_�_= 48.70 feet
Must be > or = to the SHWT elev.====______> 48. 70 feet
Must be > or = to min. req. treatment el.=> 48.00 feet
Min. Required treatment volume______________ 47.00 feet
Volume at stop pum-ping elevation=====_______> 722619 cu. ft.
Start pumping elev.====_____ - _> 722619 feet ft.
Must be at bottom of F.B. & 25 yr. rainfall & heav0y ran
Act. vol. less 25 yr. and heavy rainfall====> 1390658 cu. ft.
Volume at start pumping elevation=====______
Required volume to be pumped________________> 1474652 cu. ft.
Actual volume planned to be pumped=====_____> 474652 cu. ft.
� 478051 cu. ft.
Min. thickness of soil liner when required==> 1. 9 feet
h
7. BY:
DATE:
R6 DATE: i2(3t(g�
4

5- U.S.
70
G-538 Rev. DEPARTMENT OF AGRICULTURE
Rev. 5- SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME DISTRIGT_
DATE, COUNTY— Cal — —S.C.S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS �^
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1'= feet)
Locale reference point in center line of dam and identify on sketch.
I _
� I
1
:n N
ry _ 11
SHOW' BORING NUMBER AND PROFILE
DEPTH Make and list dam-silo and spillway borings first-then ponded area and borrow pit borings-separate with vertical red line.
(Continued on bark where necessaiy� Show water table elevatlons,on�dam-sire borings.
SCALE .
2 3 L4 T15 6 8 9 10 11 12J' 14 15 16 17 18 19 20 21 22 23
v-I 5ryI
1-z --
!, L
s!J—►1 t-tg
"�
BORINGS MADE BY i ! !_
SIGNATURE & TITLE
'z- i3

E TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt mix vfs-'very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-gravel mix fsl-fine sandy.loam
SP-Poorly graded sands 1-loam
SM-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v.fine sands;sandy or clayey silt s•il-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity I c-clay
1. Suitable material for embankment is available F-741es 0 No (Indicate where tocoted on tht sketch an
nsuerse side)
REMARKS:
N COrt
.I
2. Explain hazards requiring special attention in design (Seepage, spring,.rook etc.)
GENERAL REMARKS:
24 25 26 27 28 29 30 31 32 33 IF34 735 36 A 38 39 40 41 42 43 1441145 1 46 47 48. 49 50 51
_ FH
ba
10

HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner __ Jod\ Cavenauq h _ County Onslow
Estimated Depth of Water to Top of Dam +5 Ft. Length of Flood Pool 1000 Ft.
Date of Field Hazard Investigation 8/28/96
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure.
Est. Elev. Est. Elev.
Kind of ;Improvements: of Breach
Reach Length E Width Slope Land Use Improvements Above Floodwater Above
Flood Plain Flood Plain
Ft. Ft. % Wooded None ±8' N/A
1 1000 200 c 1
i Farm
2
3 -
Describe potential for loss of life and damage to existing or probable future downstream improvements
for a sudden breach. A sudden failure of the structure will not endan er life nor cause significant
dams a to buildings. a ricultural land. or ublic roadwa s. The structure is roximatel 100 feet from
a tributar leadine to Cowford Branch and a roximatel 1 900 feet'from HWY 24.
Hazard Classification of Dam (A, B, C) (see NEM-Part 520.21) A
NRCS Dam Classification (I, II, III, IV, V) _ V
r By - Date , 12/31/96
M. Floyd Ad P.E.
f
r
1'1

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment
180 days of temporary storage. The time(required tfor othe eplanned
fluid level (permanent and temporary storage) to be reached may vary
l due to site conditions, weather, flushing operations an of fresh water added to the system. d the amount
The designed temporary storage consists of f ys storag _
( 1) waste from animals and (2) excess rainfall lafterevaporattion. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
Pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume) . Pumping shall be done as necessary to
maintain the liquid level between these markers.
i•
Pumping 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:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume 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 precharging 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 52.00 as marked by permanent marker. Stop um
out when the fluid level reaches elevation 4&.70=e . This temporary p
storage less 25 yr and heavy rain contains 478051 cubic feet or
3575825 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
;y 5 . Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
UN
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 ( 15A NCAC 2H .0200) . This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.
s
1

SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, 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 stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
F� lagoon embankment and building pad shall be thoroughly loosened prior
;1 to placing the first lift of fill material to get a good bond.
EXCAVATION ANDEARTHFILLPLACEMENT_
- - -
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
` they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
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 equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 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 dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.9 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL 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 DESIGN WHEN 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 NRCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
1�

SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
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 unless otherwise specified. When smooth
or hard, the previous lift shall be scarified and moistened as needed
before placement of the next lift.
The single 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 an 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.
CUTOFF 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 embankment 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 dike 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 specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations
i
w
e�

SHEET 3 OF 3
and the side slopes shall be 1: 1 or flatter. When tile drains are
encountered, the the shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM-AND-EDGES
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
-----------------
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993) . In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.
lE

SEEDING SPECIFICATIONS
1p
----------------------
AREA TO BE SEEDED: 3. 5 ACRES
Is USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. 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
0.0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0. 0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
28.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
35.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
140.0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS. _
APPLY THE FOLLOWING:
3500.0 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
7.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
350.0 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PPIOR 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.
I
Z'7

11-17
_ increase the hydraulic. efficiency of the tube. -'The'hood inlet spillway
often can be constructed at less cost than the drop inlet type because
` there is no expense for a riser. This type of s illwa
e major
disadvantage in that it cannot be used as a drain or water ssuPIIplypipe.
..
Pipe smaller than 6 inches in diameter should not be used because of
the danger of becoming clogged. The crest elevation of the emergency
spillway should be located a distance above the invert or crest eleva-
tion of the hood inlet 'spillway at least equal to the value of the
minimum head, h, required to provide full pipe flow, but in no case less
than 12 inches.
-See Chapter 6 of this manual for further design information and typi-
cal installations, and Chapter 17 for construction methods and 'materials
-=_ See.Exhibt 11-4 for determining the capacity of principal spillways con-
.
sidering temporary storage.
5. EMERGENCY SPILLWAYS
I , An emergency spillway is an earth or a vegetated channel, usually
designed to discharge flow in excess of 'the principal spillway design
discharge. Where watersheds are small and long duration flows are not a
problem, it may be feasible to handle the runoff safely with only a
vegetated spillway.
Emergency spillways, as discussed here, apply to both the vegetated
and nonvegetated spillways, the latter being used where climatic or soil
conditions make it impossible to grow or maintain a suitable grass
cover. Emergency spillways are usually--excavated, but may exist as a
natural spillway such as natural draw, saddle or drainageway. In either
case the spillway must discharge the design peak flow at a non-erosive
velocity to a safe point of release. Ordinarily, emergency spillways,
whether vegetated or nonvegetated, should not be built on fill material.
LIMITATIONS
r
Emergency spillways have. certain limitations. They should be used
only where the soils and topography will permit safe discharge of the
peak flow at a point well away from the dam and at a velocity which will
not cause appreciable erosion. Temporary flood stora e provided
in reservoir may be used to reduce the design flow or frequency, of use of
e
r
the spillway.
DESIGN SPILLWAY .CAPACITY
Emergency spillways should have the minimum capacity -.to discharge the
peak flow expected from a design storm of the fre uenc an
q y F . d duration
shown in the following table less any reduction creditaA' to conduit
discharge and detention storage. The procedure for determining peak
flood flow is presented in Chapter 2 of this manual.
i EFM Notice 9, 4/80

11-17
increase the hydraulic. efficiency of the tube. -The , o h od inlet spillway
often can be constructed at less cost than the drop inlet type because
there is no expense for a riser. This type of spillway has one major
disadvantage in that it cannot be used as a drain or•water supply pipe.
Pipe smaller than 6 inches in diameter should not be used because of
the danger of becoming clogged. The crest elevation of the emergency
spillway should be located a distance above the invert or crest eleva-
tion of the hood inlet spillway at least equal to the value of the
minimum head, h, required to provide full pipe flow, but in no case less
than 12 inches.
See Chapter 6 of this manual for further design information and typi-
cal installations, and Chapter 17 for construction methods and materials.
See.Exhibt 11-4 for determining the capacity of principal spillways con-
sidering temporary storage.
S. EMERGENCY SPILLWAYS
An emergency spillway is an earth or a vegetated channel, usually
designed to discharge flow in excess of 'the principal spillway design
discharge. Where watersheds are small and long duration flows are not a
problem, it may be feasible to handle the runoff safely with only a
vegetated spillway.
Emergency spillways, as discussed here, apply to both the vegetated
and nonvegetated spillways, the latter being used where climatic or soil
conditions make it impossible to grow or maintain a suitable grass
cover. Emergency spillways are usually excavated, but may exist as a
natural spillway such as natural draw, saddle or drainageway. In either
case the spillway must discharge the design peak flow at a non-erosive
velocity to a safe point of release. Ordinarily, emergency spillways,
whether vegetated or nonvegetated, should not be built on fill material.
LIMITATIONS
Emergency spillways have certain limitations. They should be used
only where the soils and topography will permit safe discharge of the
peak flow at a point well away from the dam and at a velocity which will
not cause appreciable erosion. Temporary flood storage provided in the
reservoir may be used to reduce the design flow or frequency of use of
the spillway.
DESIGN SPILLWAY CAPACITY
Emergency spillways should have the minimum capacity to discharge the
1 peak flow expected from a design storm of the frequency and duration
shown in the following table less any reduction creditable to conduit
I discharge and detention storage. The procedure for determining peak
flood flow is presented in Chapter 2 of this manual.
RECEIVE®/NCDEQ/0W?
i EFM Notice 9, 4/80
MAR 2 8 2019
4�faE�Quality
:legtonal Operations Sew

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KaKKKKKNKk an & No aim.
Cross-Section Plots
Digitized Points
Horiz. scale: 90 ft/in Vert. scale: 4 W in
Project: J & C Farms
Drawing: Drawing 1
Number: GHF167
Location: Onslow Co.
Bid Date:
Engineer:
Owner: J. Cavanaugh
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 12/30/95 Time: 12:42:26
A - A'
59.0
57.0
.............................................................................................
55.0
t .......................................................................................................
53.0 ...................;....................;................................................................................................................................. .....
...
...........................::.................................................. Proposed
51.0 ..................................................
....................................................................................................................................
.
......................................................................
} .................................................................................................r......................................
49.0 ...........................................................................................................................................
47.0 .............................................................................................................................................................................................................
45.0 ............................................................................................................................................
Ex i s t i riff
43.0 ....................................................... .......................................................................
41.0 .._.........._......................................_............._........................._.........._......._......_......._......._........._......._......_........._......._......._.....
39.0 ................................................:..........................................................................................................................................................................................................................................
. . .
746.9

r` lily IM16
Cross-Section Plots
Hor i z. scale: 90i f t/i ned Vert.Points scale: 4 f t i n
Project: I b C Farms
Drawing: Drawing 1
Number: GHF167
Location: Onslow Co.
Bid Date:
Engineer:
Owner: I. Cavanaugh
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 12/30/96 Time: 12:46:46
58.7
B - B'
56.7 ......................................................................................................................................................
_....._.........._......._......_... . ..54.7 :'
v..........................................................
......... ..
52.7 :'
i
50.7 ,.Proposed
.....................-..............
48.7 :......:' ',;
• s
...........................................
t
........... .
46.7 ........................................................................................................................
44.7 .............................................
.......................
Exisrirrg
42.7 ...........................................................................................................
.................. ......
............
40.7 ...............................................................................................................
39.7 ............................... ..
36.7
601.6
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AN/10XIMATE KALE IN FEET:
2000 0 2000
y,.,,ry�.'_..i'4•V::.�r r �a.vS+1�:rF4tifd!4i` _ _ .�,u. r�.s...w...
FLOOD HAZARD BOUNDARY MAP
ONSLOW COUNTY
-NORTH CAROLINA
UNINC. AREAS
j PAGE I OF 10
(SEE MAP INDEX FOR PAGES NOT PRINTEDI
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EFFECTIVE DATE:
JUNE 9. 1978
I
COMMUNITY—PANEL NUMBER
G 370340 a001 A
1
U.& DEPARTMENT OF HOM00
AND URBAN DaVftOPWN'T:..a
f FEDERAL INSURANCE ADMINISTRATION

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JODY CAVENAUGH
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LEGEND
0 HYDRANT LOCATION
0 PUMP LOCATION
0--o 6" PVC MAIN LINE
• THRUST BLOCKING
BUFFER
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NOTES:
1) THRU43T BLOCKING SHALL BE PROVIDED AT ALL BEXDS,TEES,DEAD
ENDS AND OTHER SPECIAL Fn-nNGS
WHICH REQUIRE RESTRAINING_MAINLINE PIPE SHALL BE 6-PVC PR 200(SDR 21)AND SHALL BE BUIRED
TO HAVE AT LEAST 3 FEET OF COVER.
1140' 140'
-'P4 .
lt4lX
i.
THIS AREA TO BE CLEARED
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Prepared by: MARK A- POPE
Certified by:
FLOYD A DA X40- P.E.
Date: JULY 22, 1997
Revised: DECEMBER —

TAL - 2 - Travelij-)g Irrigation Gun Settings Date: 09-peg n7
Make, Model and Type of Equipment: Hobbs 9030,Nelson 950 gun w/9.18&.816 Rin
g Nozzie, John Deere 4020D Engine w/Berkeley 82EQyFl pu
Zones (2) Travel Application TRAVEL; LANE EQUIPMENT SETTINGS
within Speed Rate Effective Wetted Flow Nozzle
Fields 1 ft/min Effective Hours per Diameter Rate Operating Operating
in/hr Width ft Len th (ft pull Diameter Pressure Pressure
1 2.28 0.33 feet) m !inches Arc Wetted
2 4.64 0.45 200 6'00 4.4 28b 128 Gun si Reel sit Pattern 3 Acres
3A 5.4. 240 440 1.6 28 0.86 80 101 270 Comments
3B 0.53 240 460 14 260 1.18 80 143 2.75 r
2.57, 0,37 200 300 340 260 1.18 80 270 2.42
4 2.28 0.33 200 570 1.9 280 128 0.86 80 143 230 2.53 3fS
5 2.57 0.37 200 580 4.2 280 128 0.86 80 1A1 240 1.38
3.0 3.8 280 128 101 270 .D. --:,
2.62
4'64 0.45 0.86 80 101 240 2.66 �9 E"
G240440 3.42 0.49 200 230. 1.6 ,80 -�260 1,18 80 143 270 ��4.64 0.45 240 128 0.86 2.42 t.
'8'- 4.64 0.45 640 2.3 340 260 80 101 180 1.06
240 430. 1.5 340 260 1.18. 80 1143
43 270 3.53 � �
1.18 80 `
12 3 2.9 0.42 160 glib SET'
13 . 0.45 330 1.9 280 128 SoUti 5Ef
240 420 1,5 340 260 0.86 80 101 210 1.21
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(1) See attached map provided by the Field Office for field location(s).
(2) Show separate entries for each hydrant location in each field. Each entry
(3) Use the following abbreviations for various arc patterns: F (full circle), 7Q '(three quarterss a separate ), �T ) (e. 36,53 = Total Eff, W
May also use degree of arc in degrees. Wetted
(two thirds, H .half'circle), T (one third), q (one quarter), Acres'

TABLE 3 - Scr• r F.V 3rrD-3
a� Set�-rt;aticn Guru Settfn�s
Make, Model and T,pe of Equintzae z: 1� CAVAMLALT(M
�— 7025 Rd 1/4 No,.
60 FSI 14.2 gpm. 135' d4
a.
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masd ! aer off Dia t=tar '-,—jt Onerving
Line Now Along Be f-wC--:t Rate Operating
F?rdrsets f 1fe�ii ?ineiire L)fsatete" Pressura TFnae )
Z-1��{, 141 IFir+n}; cs I Fi jnr9 I Onchc:o ev Gan i psi) r
I I35 = 80 {80 ! .35 1 Ilvt#t snc�hrj Comr eras
Z-2 (10) { 42 ! 135 { 80 {80 { .35 ` 1l4 +60 ! •8/1.6/1.2 ! 6.085 Acres
160
058
! I ! I I { ! 112.143 Wetted Acres
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REINKE IRRIGATION SYSTEMS
PIVOT SYSTEM SPRINKLER CHART
ELECTROGATOR II 2660 Opt 571t
REINKE IRRIGATION SYSTEMS
RMCchart0.97d
CASE NUMBER; RP062892
DEALER: RAI DATE: 24 Jul 2006
NUMBER: NMAN IRRIGATION
129191 CUSTOMER NAME;
SERIAL H & C FARM
NUMBER: 0706-C35940-2660
NUMBER OF TOWERS:
GAUGE PRESSURE: 3
TOTAL SYSTEM FLOW: 43•0 Psi NOZZLE FILES: R3000R
TOTAL 400.0 S3000pC
gpm NOZZLE SELE PIPE LENGTH: FRICTION 589.0 ft C-FACTOR:CTION OPTION: 1
SYSTEM COVERAGE WITHO 140
gPm PER acre: 15.8 � GUN; 591. 7 ft
LAST TOWER - TIRE SIZE: 16.9 x 24
CENTERDRIVE: 25;1
SYSTEM MANUFACTURER: ReinkeE2
1 175F2660 SPAN
2 175F2660 1' 179.3
SPANS 2- ft, 5. 79 in ID
1 61GF 3, 175.0 ft, PIPE
OVERHANG 5.79 in ID PIPE
59.8 ft 5.80 in ID PIPE
The uniformity of water ---DISCLAIMER
adversely affected application obtained -
the improper makeup by many variables with this system can be
nozzles; P °r installation of Including, but not limited to,
tight and/or sloping soils• the nozzle
incorrect maintenance Package; obstructed conditions• of improper end gun arc settings;
and erratic and pivot pressure;
Reinke improper Operunfavorable climate
the Mfg' CO Inc. makes no warrantyatasg speed Of the
coverage to be obtained system.
Other than its mathematical from this tO the uniformity of
water application printout
accuracy,
The products, which
design, are are specified
and Disclaimecovered by the originalas apart Of this
which manufacturers nozzle package
own manufacture, applies to the s printed "Warranty
the Reinke Mfg- individual components
performance of these CO' ' Inc' cannot °f their
THE WARRANTIES
OF MERC products and makes nO warrantiesOnsible for
where OF
b , ILITY AND FITNESS FOR p INCLUDING
damages due to y law' and does hereby ARTICULAR PURPOSE,
-------------- failure of these y disclaim any liability
products to perform for
m as=anticipated-

RP062892 24 Jul 2006 ReinkeE2, 3 TOWER, 400 gpm, 35 psi PAGE 2
-OUTLET- -SPRINKLER-
NO. LOC. NO. SEP. MODEL NOZZLE -REG- -GPM- PRESSURE
MODEL REQ. DEL. INLINE
1 6.6 PLUG
2 11.4 PLUG
3 16.1 PLUG
4 20.9 PLUG
5 25.6 PLUG
6 30.4 PLUG
7 35.1 PLUG
8 39.9 1 39.9 R3000 TN-#16 Lavender LB20 2.2 2.1 40.2
9 44.6 PLUG
10 49.4 PLUG
11 54.1 PLUG
12 58.9 2 19.0 R3000 TN-#18 Gray LB20 2. 6 2.6 40.1
13 63 .6 PLUG
14 68.4 PLUG
15 73.1 PLUG
16 77.9 3 19.0 R3000 TN-#21 Trqu w/yllw LB20 3.5 3 .4 40.0
17 82.6 PLUG
18 87.4 PLUG
19 92.1 PLUG
20 96.9 4 19.0 R3000 TN-#23 Yllw w/red LB20 4.2 4.1 39.9
21 101.6 PLUG
22 106.4 PLUG
23 111.1 PLUG
24 115.9 5 19..0 R3000 TN-#26 White
25 120.6 LB20 5.2 5.3 39.8
PLUG
26 125.4 PLUG
27 130.1 PLUG
28 134.9 6' 19.0 R3000 TN-#27 White w/blu LB20 5.7 5.7 39.7
29 139.6 PLUG
30 144.4 PLUG
31 149.1 PLUG
32 153.9 7 19.0 R3000 TN-#25 Red w/white LB20 5.0 4.9 39.5
33 158.6 PLUG
34 163.4 8 9.5 PC-SP TN-#22 Yellow L1320 3 .7 3 .8 39.5
35 168.1 PLUG
36 172.9 9 9.5 PC-SP TN-#24 Red LB20 4.5 4.6 39.4
179.3 TOWER NO. 1
37 181.6 PLUG
38 186.4 10 13.5 PC-SP TN-#25 Red w/white LB20 4.8 4. 9 39.4
39 191.1 PLUG
40 195.9 11 9:5 PC-SP TN-#23 Yllw w/red LB20 4.1 4.2 39.3
41 200.6 PLUG
42 205.4 12 9.5 R3000 TN-#29 Blue w/brn LE20 6.7 6.6 39.3

RP062892 24 Jul 2006 ReinkeE2, 3 TOWER, 400 gpm, 35 psi
PAGE 3
-OUTLET- -SPRINKLER-
NO. LOC. NO. SEP. MODEL NOZZLE -REG- -GPM- PRESSURE
MODEL REQ. DEL. INLINE
43 210.1 PLUG
44 214.9 PLUG
45 219.6 PLUG
46 224.4 13 19.0 R3000 TN-#36 Purple 47 229.1 PLUG LB20 9,9 9. 9 39.2
48 233 .9 PLUG
49 238.6 PLUG
50 243.4 14 19.0 R3000 TN-#37 Prpl w/blck LB20 10.6 10.6 39. 1
51 248.1 PLUG
52 252.9 PLUG
53 257.6 PLUG
54 262.4 15 19.0 R3000 TN-#38 Black
55 267.1 PLUG LB20 11.4 11.2 39. 0
56 271.9 PLUG
57 276.6 PLUG
58 281.4 16 19.0 R3000 TN-#35 Green w/prp LB20 - 9.3 9.4 39.0
59 286.1 PLUG
60 290.9 17 9.5 R3000 TN-#28 Blue
LB20 6.2 6.2 38.9
61 295.6 PLUG
62 300.4 18 9.5 R3000 TN-#29 Blue w/brn LB20 6.6 6.6 38.9
63 305.1 PLUG
64 309.9 19 9.5 R3000 TN-#29 Blue w/brn LB20 6.8 6.6 38.8
65 314.6 PLUG
66 319.4 20 9.5 R3000 TN-#30 Drk Brown LB20 7.2 7.0 38.8
67 324.1 PLUG
68 328.9 21 9.5 R3000 TN-#31 Brwn w/Orng LB20 7.3 7.4 38.8
69 333.6 PLUG
70 338.4 22 9.5 PC-SP TN-430 Drk Brown LB20 7.3 7.1 38.8
71 343.1 PLUG
72 347.9 23 9.5 PC-SP TN-#34 Drk Green LB20 9.3 9.1 38.7
354.3 TOWER NO. 2
73 356.6 PLUG
74 361.4 24 13 .5 PC-SP TN-435 Green w/prp LB20 9. 7 9.6 38.7
75 366.1 PLUG
76 370.9 25 9.5 PC-SP TN-432 Orange LB20 8.2
77 375.6 PLUG 8.0 38.7
78 380.4 26 9.5 R3000 TN-#33 Ornge w/grn LB20 8.4 S.4 38.7
79 385.1 PLUG
80 389.9 27 9.5 R3000 TN-#33 Ornge w/grn LB20 8.5 8.4 38.6
81 394.6 PLUG
82 399.4 28 9.5 R3000 TN-#33 Ornge w/grn LB20 8.7 8.4 38.6
83 404.1 PLUG
84 408.9 29 9.5 R3000 TN-#34 Drk Green LB20 9.1 9. 0 38.6

RP062892 24 Jul 2006 ReinkeE2, 3 TOWER, 400 gpm, 35 psi PAGE 4
-OUTLET- -SPRINKLER-
NO. LOC. NO, SEP. MODEL NOZZLE -REG- -GPM- PRESSURE
MODEL REQ. DEL. INLINE
85 413 .6 PLUG
86 418.4 30 9.5 R3000 TN-#35 Green w/prp LB20 9.3 9.4 38.6
87 423 .1 PLUG
88 427.9 31 9.5 R3000 TN-#34 Drk Green LB20 9.1 9.0 38.5
89 432.6 PLUG
90 437.4 32 9.5 R3000 TN-#35 Green w/prp LE20
91 442.1 PLUG 9.7 9,4 38,5
92 446.9 33 9.5 R3000 TN-#36 Purple LB20 9.9 9.9 38.5
93 451.6 PLUG
94 456.4 34 9.5 R3000 TN-#36 Purple LB20 9.9 9.9 38.5
95 461.1 PLUG
96 465.9 35 9.5 R3000 TN-#36 Purple LB20 10.1 97 470.6 PLUG 9,9 38.5
98 475.4 36 9.5 R3000 TN-437 Prpl w/blck HB20 10.6 10.6
99 480.1 PLUG 38.5
100 484.9 37 9.5 R3000 TN-#37 Prpl w/blck HB20 10.5 10.6
101 489.6 PLUG 38.5
102 494.4 38 9.5 R3000 TN-#37 Prpl w/blck HB20 10.6 10.6 38.5
103 499.1 PLUG
104 503.9 39 9.5 R3000 TN-#38 Black
105 508.6 PLUG HB20 10.9 11.2 38.5
106 513.4 40 9.5 PC-SP TN-#37 Prpl w/blck HE20 10.9 10.8 38.5
107 518.1 PLUG
108 522.9 41 9.5 PC-SP TN-#37 Prpl w/blck HB20 10.6 10.8 38.5
529.3 TOWER NO. 3
109 530.9 42 8.0 PC-SP TN-#37 Prpl w/blck HB20 10.5 10.8 38.5
110 535.6 PLUG
111 540.4 43 9.5 PC-SP TN-#38 Black
112 545.1 PLUG HB20 11.5 11.4 38.5
113 549.9 44 9.5 R3000 TN-#39 Black w/trq HB20 12.1 11.8 38.5
114 554.6 PLUG
115 559.4 45 9.5 R3000 TN-#40 DrkTurquse HB20 12.4 12.4 38.5
116 564.1 PLUG
117 568.9 46 9.5 R3000 TN-#39 Black w/trq HB20 11.9 11.8
118 573.2 PLUG 38.5
119 577.5 47 8:7 R3000 TN-#39 Black w/trq HB20 11.5 11.8
120 581.9 PLUG 38.5
121 586.2 48 8.7 R3000 TN-#41 DrkTrq w/ms HB20 12.9 13 .1 38.5

RP062892 24 Jul 2006 ReinkeE2, 3 TOWER, 400 gpm, 35 psi PAGE 5
SYSTEM INLINE END PRESSURE: 35.0 psi, INCLUDING PLUS 8 ft ELEVATION
TOTAL gpm DELIVERED: 400.2
SYSTEM gpm PER acre: 15.8
48 MOUNTING ASSEMBLIES: First outlet= 8, Last outlet= 121
Hose Drop w/MxHB U-pipe 0000-000 (Length= 8.50 ft)
U-PIPE- 3/4"Male x H.Barb Galv 008101
Flex Hose Drop <Vari> 111172 (Length= 8.50 ft)
Standard Tee 000100 (as needed)
Standard Regulator 0000-000 (as needed)
NOZZLE SELECTION VERIFICATION
SPAN ## 1 2 3 OH
gpm REQ. 36.5 107.4 174.8 82.8
gpm DEL. 36.4 106.6 174.1 83 .0
DEV. -0% -1% -0� 0%
DATA FILE IDENTIFICATION
File Sprinkler Plate SprNo ID Regulator Flow Duty PSI Outlet ID
--------------- ----------
R3000R Rotator Red 1- 48 E42C LB20 LO BLUE 20 Squr 7628
*S3000PC PartCirc Spinner ** ** 49BA HB20 HI BLUE 20 Squr 748B
*S3000PC used on SpNo(s) : 8 9 10 11 22 23 24 25 40 41
42 43
-RECENEUM
LIAR 2 8 2019
WaterQueft
'a gi0naIOp&VIONSoc ate

RP062892 24 Jul 2006 ReinkeE2, 3 TOWER, 400 gpm, 35 psi PAGE 6
WATER APPLICATION DEPTH PER REVOLUTION APPLICATION DEPTH I I
--- (in)--- 0.11 0.25 0.50 0.75 1.00 1.25 1.50
TIMER SETTING 100 43 i --2i---i --14---i--1i--- -------i --- --- �
------------------ I ------- ------- 9 7
REVOLUTION TIME I I �------- � ------- � ------- I
3HRS 7HRS 14HRS 21HRS 29HRS 36HRS 43HRS
GROUND SPEED AT 100% TIMER SETTING:18.08 ft/min
The revolution time may vary some from the values indicated above. This
may be due to generator speed, slippage, or over/under inflated tires.
Power frequency is 60 Hertz.
Loaded radius of tires is 24.7 in.
This computer printout is a mathematical calculation based upon
information provided to Reinke Mfg. Co. , Inc. This information concerns
pipe length and inside diameter; surface finish; outlet spacing; water
flow and pressure. The calculations are based upon this data and other
applicable data being furnished as accurate. All figures are also
based on 1009. water application efficiency (zero wind velocity and
no evaporation) . The PRESSURE @ TOP OF INLET is measured at the first
outlet on the main horizontal distribution pipe just after the top
Pivot elbow, while the GAUGE PRESSURE is measured on the vertical
distribution pipe six feet below the top pivot elbow. The main pipe
pressure is calculated as if the pipe is always level. The flow rate
is based on the nozzle pressure, which may differ from the main pipe
pressure due to' the use of pressure regulators and/or drop pipes.

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IRRIGATION
DESIGN
CERTIFICATION
FOR
Jody Cavenaugh
July 22, 1997
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
MRCS, DEM, and all ftr.: tate and Local Regulations
to the best of myciivutige° lbelief.
�®0®�� •xa oro•�s•�Via•
•` �ssro
A •�O v�• S
r `
� a w
M. Floyd Adam P. b Date
License No. 1221Ae,�%�NGINE "••� r°��
o
. ,riOYD�A9Pa®s��
JCAV.IRGATION
IRRIGATION DESIGN

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Jod Cavena I Th _
Address: P.O. Box 397 ��-- County- Onslow
Richlands. N.C. 28574 Date: July 22 1997
Telephone: [phone]
TABLE 1 - Field Specifications (1)
Approximately
Maximum —— —
Maximum
Useable Size Maximum Application
Field of Field(3) Slope Application per Irrigation
Number(2) (acres) Soil Type M Rate(4) Cycle(4)
Crop(s)1 5•4 Norfolk 2_6 (in/hr (inches) Comments
Bermuda Hay 50 1
2 10.5 Norfolk 0-2
Bermuda Hay 50 1
4 20 Goldsboro 0-2
Small Grain 50 1
4 20 Goldsboro 0-2
Bermuda Hay 50 1
{1) I able to he comp eted in its entirety y ie d i tce personnel and forwarded to the irrigation system designer.
(2) See attached map provided by the Field Office for field location(s).
(3) Total field acreage minus required-buffer areas.
(4) Refer to N.C. Irrigation Guide,Field Office Technical Guide, Section I&G. Annual application must not exceed the agronomic rates for the soil and crop used.

TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment: Reel Rain Model 1030 W/965' Hose, Nelson 150R Big Gun w/1.18 Ring Nozzle, JD4020D w/B
B2EQHH Pump erkley
Field No. (1) Travel Application TRAVEL LANE EQUIPMENT SETTINGS
Wetted Nozzle Operatoring Operatoring
and Speed Rate Effective Effective Diameter Diameter Hydrant No(3) (fUmin) (in/hr) Width (ft) Length(ft) (feet) Pressure Pressure Arc Wetted
(inches) @ Gun(psi) @ Reel (psi) Pattern (3) Acres
1 3.08 .37 240 410 340
1.18 80 140 270°
2 3-08 .37 240 2.2G
410 340 1.18
3 3.08 .37 240 590 S0 140 270° 2.26
340 1.18
4 3.08 .37 240 550 80 140 270° 3.25
340 1.18 80 140
5 4.64 270° 3.03
.55 120 490 340 1.18
6 3.08 .37 240 700 80 140 180° 1.35
340 1.18
7 3.08 .37 240 960 80 140 270° 3.86
340 1.18 80 140
8 4.64 .55 120 270° 5.29
1085 340 1.18 80
9 140 180° 2.99
3.08 .37 240 670 340
1.18
10 3.08 .37 240 430 80 140 270° 3.69
11
340 1.18 80 140 270°
3.08
37 240 380 340 1.18 2.37
340 1.18 80 140
80 140 270° 2.09
12 3.08 .37 240 310
13 3.08 270° 1.71
.37 240 420 340 1.18
80 140 270° 2.31
36.46
(1) ee attached map provided by the field t ice for field location(-).
(2) Show separate entries for each hydrant location in each field.
(3) Use the following abbreviations for various arc patterns: F(full circle), TQ (three quarters), TT(two thirds), H(half circle), T (one third),
May also use degree of arc in degrees. ) Q (one quarter).

TABLE 3 - Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler (gpm) 260
Operating Pressure at Pump (psi) 156.88
Design Precipitation Rate (in/hr) .37 & .55
Hose Length (feet) 965
Type of Speed Compensation Mechanical
Pump Type (PTO, Engine, Electric) Engine
Pump Power Requirement (hp) 40.52
TABLE 4 - Thrust Block Specifications (1)
Designer may provide thrust block details on separate sheet.
THRUST BLOCK
LOCATION AREA (sq.ft.)
6" Line
90' Bend 4.92
Dead End 3.48
Tee 3.48
45° Bend 2.67
Ground Entry 6.40
(1) See USDA-NRCS Field Office Technical Guide, Section IV, Practice Code 430-DD.
(2) It is recommended that ground entry blocking be approximately 25% to 33% more than
that required for 90° ells.

TABLE 5 - Travel Time Per Zone
ZONE PULL LENGTH HOURS
1 290 1.99
2 290 1.99
3 470 2.96
4 430 2.74
5 370 1.75
6 580 3.56
7 840 4.96
8 965 3.88
9 550 3.39
10 310 2.09
11 260 1.82
12 190 1.44
13 300 2.04
Length +25)
TravelerSpeed
60

IRRIGATION SYSTEM DESIGNER
Name: M. Flo d Adams.
Company: M. Floyd Adams P.E.
Address: P. O. Box 1098 Kenansville NC 28349
Phone: [phone]
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs..
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes,pipeline routes, thrust block locations and buffer areas where
applicable.
2. Assumptions 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.
5. 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 and/or USDA-NRCS standard for Irrigation Water Conveyance. N,C. Field Office Technical Section IV, Practice Code 430-DD. cal Guide,
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at
particular site and address them as appropriate. a
9. Irrigation pipes should not be installed in lagoon or storage pond embanlanents without the approval of the designer.
NOTE: A buffer strip 50 feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and surface wate
per DEHNR-DEM Code Section 15A NCAC 211.0200 - Waste Not Discharged to Surface Waters. rs

Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convenient to the designer/supplier. Include procedures such as start-
up, shut-down, winterization and regular maintenance of all equipment.
Accordin2 to the data furnished by Goldsboro Milling. and the Owner this is an operation that contains 6 buildings with a
ca acijy of 5,280 Feeder to Finish animals. The annual plant available nitrogen PANproduced by this particular operation
will be 12, 144 pounds.
This system is designed to effectively wet 36.46 acres of land. As usual more land will be receivin water but is not counted
in the total "wetted acres". The system contains 3,350 LF of 6 inch PVC SDR 21). with 13 hydrants. There are 13 separate
zones from these hydrants._
Care should be taken when starting the VjImp unit to allow all lines to fill slowly so as to allow the air to escape from the lines.
After thisprocess-, the motor m's should be s1ow1v increased to obtain the desired system pressure. Failure to all w the
entrapped air to escape-before increasing the motor speed may cause damage to the system.
Shutdown procedures should be the reverse of start-up. The operator should slow): decrease the motor seed to idle and then
shut it down.
All rep-ular and seasonal maintenance should be performed according to the manufacturer's recommendations. Pumps and
travelers should be drained prior to freezing tem eratures.

JODY CAVENAUGH CALCULATIONS
PRECIPITATION RATE:
Precipitation Rate (PR) = 96.3 x Q x 360
3.14 (r)Z w
Q(Flow Rate) = 260 gpm
r (Radius) = 170 feet
For Are of 270'
96.3 x 260 360
_ - x -
3.14 (170)2 270
PR = .37 iph
For Are of.180° PR = .55 iph
TRAVELER SPEED:
(calculations)
Speed = 1.605 x Q x 360
d x w arc
S = Traveler Speed
1.605 = Constant
Q = Gallons Per Minute
d = Application depth
w = Lane spacing
For Arc of 2701
S = 1.605 x 260 x 360
.75"x 240 270
S = 3.08 ft/min
For Arc of 1800 S = 4.64 ft/min

TOTAL DYNAMIC HEAD:
(calculations)
NOTE: To account for the Total Dynamic Head the friction loss in the mainline as well as the
traveler hose must be accounted for (see the below calculations)
F1 = [.2083(100)1.$52( Q 1.852 X L)].433
c D 4.8656 100
Fl = Friction Loss
Q = Gallons Per Minute
D = Pipe Size
L = Length of Line
c = Pipe Coefficient
Mainline Calculations
6" Main
100 1.852 2601.852 3350
FZ = [.2083(150) ( 6 4.8656 )( 100 )]'433
[15.96].433
6.91 psi loss
Traveler Hose Calculations:
FI = [.2083(100)1.85z(2601.85z)(100
965)].433 433
34.8656
[133.911.433
= 57.98 psi loss
TOTAL DYNAMIC HEAD FOR THE COMPLETE SYSTEM:
80 psi (spk pressure) + 57.98 psi (traveler hose loss) = 137.98 psi (traveler pressure)
137.98 x.2.31 = 318.73'
Mainline Loss = 15.96'
Elevation Within Field = 5
Suction Lift = 8t
Fitting Loss = 5/
5% Factor = 17.63'
Total Dynamic Head (TDH) = 370.32' 16035 psi
Head at Pump = 362.32' 55.88 psi

BRAKE HORSEPOWER
(Calculations)
BHP = _Q x TDH
3960 x EFF
BHP = Brake Horse Power (hp)
Q = Flow (gpm)
TDH = Total Dynamic Head (ft)
EFF = Efficiency of Pump
BHP = 260 x 370.32
3960 x .60
BHP = 40.52 hp

i
' 2.0
140200 POWIRTECf 1 L
S.- P E C IF I C A1 I -0 N S
For Iridustr.ial Power Unit Applications
1 L I I V.
• ill •
F91ip (Ft !
� 4g, a
p ha
f iti�i� rS��•�� �tq��Y y
z;�+ a'-�-_ _� � -3►•.•
31�`"1g
in
• J�, t
JCX1'CEEBE EYC:'l 14717::::n:70
fGMUDEEar PO ISO 9000
REGIStEREO

^'DI ViMIONS FOR INDUSTRIAL POWER UNIT APPLICATIONS:
24.2 n. —
[-.K- (615 mm) _.� 32.2 n.
Wirth n (819 mm) --
Length i
I `t=r1
cop 1
�q, 1 I t •;: I
3:.0in. -
a I (767 mm)
io hi
°oo O
o o
i OI '
r ° ,
o 0C o
ENGINE DATA
GENERAL DATA In Pan Oil Temperature—°F(°C)...................
Model......._..............................................................:..............................................4020D Oil Pan it c Hi ....................................................240(115)
tJumberofCylinders........................................................................................................4 Oil Pan Capacity,Lo L L............................................................................3.6(3.5)
Bore and Stroke—in (mm)............:...................................................3.31 x 3.54(84 x 90) Total Engine Oil Capary with Filrcrs—qt.(L)....................
Di Iacement—in3 ...........................6.7(6.4)
iuP (L) .......................................121.7(1.994) Engine Angular Limits(Continuous)Any direction—degrees.........................................
:ompressron Ratio............:............................. ....18:125
.........................................................
�'alves per Cylinder—IntakdFxhaust............................................................................1/1 AIRSYSTEM
rirutg Order..........._.................................................................................... .....1-3-4-2 Maximum Allowable Temp.Rise Ambient Air to
- buses ......om on System...................................................................................Direct Injection En. Inlet (°�
.............................................................................:......18 0 0)
"*ire Type..:...___..................................................................................In-line, 4-Cycle Maximum Air Intake Restriction
in......................:.................................................................... DirivAirCleana—in.HiO(I Pa).................. .
Fr b .%ankase Vent System................................................... Natural 25(6.25)
...............................................
!daximrun Cnrilcase pressure—in.H2O(kPa).............. Open Clan Air Cleaner—in.H2O(kPa)...................................,................................12(3)
...................................... 2.(0.5) Engine Air Flow-0/min(m3/min)....................................................................113(3.2)
PHYSICAL DATA (loduda Enpnc.Fly°•hcct Home.Fi i,ccl.And Elmuia) Recommended Intake Pape Diameter—in.(mm).................................................1.97(50)
(mm)_._..................:.....................................................................32.2(819) EXHAUST SYSTEM
tb—in
uL (�)M ............
.....:.......................................................................24.2(615) Exhaust Flow—(r3/min(m3/min)............
.............................................................307(8.7)
n-+gbt—in (�_ ........................................................................................31.0(787) ExhaustTem anus°F
ipe (�.........................................................................1112(600)
w 4dty(power umt}—Ib.({ )...............................:......................................502(228) Maximum Allowable Back Pressure—in.H20(kpa)...........:.............................51.3(12.3)
(Includes flywheel do elecrricsl Recommended Exhaust Pipe Diuneter—in.(mm)...............................:.
C.trtux of Gravity Location ..............,2.36(60)
From Rear Face of Block(X-iris)---in.(mm)...............................................732(186) COOLING SYSTEM
Right of Crankshaft(Y-axis)—in. ( Hat Re
Above Crankshaft (Y )—m.(mm)......................................................0.18 -4. Engine jccdon—BTU/mink ........................................................1298(22.8)
(axis)—in-(mm)...........................................................3.62(92) Coolant Flow—gal/min(Umin)..........................................................................18.2(70)
r'Odmum Allowable Static Bending Momcnt ar Thermostat Start to Opcn—°F CC)................................................... 160(71)
Rw Face of Flywheel Housino'w/5 G Load—lb-h(Nm)...........................159 21 7lutmosnt Fully 0 °F °
Thrust Baring Continuous Load Limit(Forward)—Ib.(N).............................639(284� Open
— (� 185(85)
Maximum Water Pum Inlet Restriction—in.H2O(kPa).................................. 40(10}
Engine Coolant ...F[!E!.SYSTEM CapaptY—qc.(L).........................................................................4.9 0.7)
(� Recommended Pressure Cap—psi(kpa)............................... 12.8(88)
Fuel 'on pump....
...........................................................................................Yanmar Maximum To Tank Tem F ° ..........................
nv� ation......................................... p P—° (C1.................................................................221(105)
;anxr 1 8%maz Recommended Air to Boil—°F CC)..................... . 111(47)
;�Contum
Mechanical ...._.........
blltr(kg/hr)...................................................... 16.7(7.6) ELECTRICAL SYSTEM
= mum owabk Fud Pump Suction Clan System—in.psi(kPa)...............1.13(7.8) Recommended Batt as CCA''_'d Filter Micron Size @ 98%Efficiency e7 ry( )
cy.....................................................................10 l2 Volt System---amp.............................................. .......600
•uKRICATION SYSTEM
Maximum Allowable Starting Circuit Resistance
)a Pressune at Ratod Speed psi(kPa)..................................... 59.7(412) Starter Rolling Current-12 Volt System
"12 Volt Systcm—Ohm....................... ......................0.0012
ressure at Low Idle--ps;(LP.,)........................................... .....18.4 196)( u 32°F(0°C)—amp.......................:............
�eatioas and design subject w change w;thour notice. — A.
JDEERE DEERE POWER SYSTEMS JOHN DEERE
Ill�rr��� 3801 W.Ridgeway Ave. INTERCONTINENTAL,GmbH
1 1 1 P.O.Box 5100 400 19rh S;reci
Waterloo,IA 50704-5100 Moline,Illinois 61265-1388
Phone[phone] Phone[phone]
>wD04 Litho in U.S.A.(96-03)
FAX[phone] FAX[phone]

RA N
o 1i in) n "L f-
oil
Model Selection Chart
Reel Rain offers a wide selection of
models to choose from. With hose sizes
ranging from 3" I.D. to 5" I.D. and lengths
from 850' through 1500'.
A wide variety of drive systems including
.• ,� J I jig Water Turbine, Slurry Turbine, Gas
Mechanical, and Gas Hydrostatic are
available on most Reel Rain models.
Your Reel Rain Dealer can match the
correct model and
+ drive system to H(DBga,
satisfy your critical
����feel Rain
_ irrigation needs. �
Y'' ti ,�` +i %'►' }' "" 1RROATION SYSTEMS
Fr-r­ EA. KFO l A C� D° 'A
TypiLNo.
Time For
Hose I Lacres Flow Rate One Pull ApplyingNelson GunModel Length Hose I.D. Spaced (G.P.M.) 1"of Water (hours) &
Number (feet) (inches) (feePull Turbine. Gas Turbine. Gas Pressure
3500 970' 5.0 360 9.18, 920 10.60 4.5 4.1 SR20018OPSI
14 1300 4.5 320 10.47 615 675 7.7 7,0 SR200/80PSI
3400 1500 4.0 300 11.14 425 465 11.0 10.8 SR200/80PSI
2450U1450L 1050 4.5 i 330 8.94 670 770 6.0 5.3 SR200/80PSI
2400U1400L 1250 4.1 320 10.11 470 540 9.7 8.5 SR200/80PSI
13'SXL 1100 3.6 280. 7.78 418 0.2 8.4 SR15q(8OI?SI
1325 1250 3.2 240 7.41 266 290 12.6 11.6 SR150180PSI
1033 850 3.3 260 5.68 360 400 7.1 6.4 SR150/80PSI
1030 965 3.0 240 5.84 260 280 10.2 9.4 SR150/80PSI
��.A• 3000 Series 030 Series
l+
,r w
AMB GAYMADEQUAMY
ATITSBEST
1100 Holland Road/Suffolk, VA 23434 1701 S. Slappey Blvd./Albany, GA 31706
Telephone [phone] /Fax [phone] Telephone [phone]/Fax [phone]
AMADAS INDUSTRIES whose policy is one of continuous improvement,reserves the right to change
specifications design or price without incurring obligation.

_BIG GUN® PERFORMANCE TABLES U.S. U
- - - NITS
100 SERIES BIG GUNS — 240 TRAJECTORY"
( 100 T TAPER BORE NOZZLES
Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle NozzlO
•5 '.55' .6' .65' .7` .75" Nozzle
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA._ GPM A" DIA. GPM DIA. GPM 9" DIA. GPM1A"plq_
50 SO 205' 64 215' 74 225'. 87 235, too 245' 115 256' 130 265' 150 273' 1 165 70 60 280'
204 300
225' 75 238' 88 250' 103 263' 120 275' 136 283' 155 295' 177 302' 197 in, I 243 338'
90 68 245' 83 258' - 100 270' t17 263' 135 295' 155 306' 175 315' 201 326' 223 335' 274.. 3�a ''h...M 362'
tt0 76 265' 92 278' ttt _ 290_ t29 _3_03' 7 750 315' 171 32a' t95 335' 222 3a<• 247 355' 30< -
A�ailable only with 1`100&SR100. - -- _ __ 380'
100 R RING NOZZLES
f — — -- 100 DN DIFFUSER NOZZLES
PSI .71 RING .77 RING .61 RING T - --
GPM DIA GPM DIA .86 RING .89 RING .93 RING .96 RING 1 0.5 DN
GPM D GPM DIA GPM DIA GPM.DIA GPM DIA GPM DIA GPM 0.6 DDIA GPN I M Dpq O.1 D11
:Y40, a e ar �? n tf1 fix: ".?` f �i it sMttr Gr:t DIA
?28 $�. 97 2 t03 22a tl6 235 134 238 152 2a2 � ri6 168 91 162 tic 796
60 81 235 6 240 110 245 1_25 260 141 270 164 275 183 280 J — ��"Z'�-IM �
�606 J,i. 1,3 2z5 52ac �Q 11 1 e 3 216
BO 94 255 111 265 127 275 145 285 t63 300 189 305 211 315 — -
100 105 270 124 280 142 295 162 305
"The diameter of throw is approximately 3%less for the 21°trajectory angle,64b less for 18°.
150 SERIES BIG GUNS 240 TRAJECTORY""
150 T TAPER BORE NOZZLES
Nozzle Nozzle Nozzle Nozzle'
.8` 9, Nozzle Nozzle Nozzle PS.I. GPM DIA. GPM DIA, f 7'0" 11" 1.Y 13,
�-- _ GPM _D�I�A���.,,,,•-�� GPM DIA. GPM DIA. GPM DIA. GPM DIA. 1
60 110 65� a+,esg,lr .-
265' 1a3 285' 182 305' -
225 325' 275 345' 330 365' 385 .380'
80 128 290' 165 3t0' ~ - -
210 335' 260 355' 315 375' 380 395'
445 alp'
1tXt 143 310' 185 330' 235 355'
290 375' 355 4p0' 425 420'
5110 440'
120 157 330' 204 350' 1 258 375' - 320 395' 385 420'
1— 465 440' 545 460'
150 R RING NOZZLES
Rin
.86" 97g --- Ring 1 Ring - Ring - R Ring
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM1.26"DIA. GPM DIA. GPM1.41'DIA.
60 110 260' 143 280' 182 300, 225 315- 275 3;f5' 03
330 350' 385 365'
80 t28 280' 165 300' 210. 3?tl' 315 360' 380 380' 445 395'
100 143 '=I 185 320' 235 340'
290 360' 355 380' 1 •425 4W' 500 415'
120 157 315' 204 335' 258 360'
"The diameter of throw is 320 380' 385 400' 465 420' 545 435' 1
approximately 3%less for the 21°trajectory angle. _
200 SERIES BIG GUNS — 270, TRAJECTORY"
200 T TAPER BORE NOZZLES
Nozzle Nozzle Nozzle Nozzle Nozzle 1A5' 1.1' 1_2_ 1.3" Nozzle Nozzle Nozzle Nozzle
P.S.I. GPM DIA. GPM DIA. GPM DIA 1'4� 15 1.6. 1-75" 19"
GPM DIA. GPM DIA GPM DIA. GPM DIA. GPM DIA. GPM DIA.
70 270 = 360' 1 310 380 355 395 415 410• j 4&0 430' 655 450' 630 465' 755 495' 890 515-
90 310 3- 350 410 a05 475 445' 545 465' 625 485` 715 505-
..' 855 535" 1005 555'
110 340 41k7' 390 430' 445 450' 525 470
605 495' 695 515' 790 535' 945 565' 7110 590'
130 370 425' 425 445 464 a65- 565 485' 655
_ _ - 515' 755 540' 860 560' 1025 590' 1 1210 620' _
200 R RING NOZZLES
1 '/.'Rin 9 'F,'Ring 1
(1.29"actuaq (1�46'actual) I %'Rin9 1 i4+'Rin r -
P.S.I. GPM DIA. GPM DIA I (1.56"actual (1.66'adua� (1.74"actual) (7�63'actual) (193'actual
GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
60 250 340, 330 370' 385 390'
445 410' 515 425' S8r 440' 695 455'
80 290 370' 380 400 445 420' S15 440'
590 4;tr 675 470' 8­_ 490'
100 325 390, 425 425' 500 445' r
575 465' 660 480' 500, _ 9p0 520
120 355 4lo' 465 445 545 a65'
630 485' 725 500' 825 520' 91 5a5
"The diameter of throw is approximalely 20/b less lo- :ne,.r ualectory angle.5%less for the 210 trajectory angle.
The BIG GUNO performance data has bee";a,'a „n wider ideal test conditions and may be adversely affected by wind.poor hydraulic entrance conditions or other taclots.
Nelson tragar, i aiatn makes no representation regarding let condition uniformity.e9 9 droplet ,P y,or application rate

BERKELEY PUMPS CURVE 4117
DATE' 1-27-89
TYPE "BY9 RATING CURVES PAGE 0.51
ENGINE DRIVE SUPERSEDES
4117 Page 0-51
CURVE
9-11;-8o8a
caws L-1026 se..rw L-1026 VARIOUS "-x
bweswt meww C.I. Pox*& M-1802 M-1802 Dre 9" full
Maximum
. ?. W4 6"o 30 Lt
4; ..............
..........
........ ...
44.
20
T!. ......... ..........
......... ................ 0
...... ... ..... ................ .........
f-f- +
T!:1: ....... ..........
IL:!j: J ..... .......
4.!
r T. 0
' -,;
r.j
OZ7. ......
30
.................. ......
:.:. .................... ..
..**:*.,*.. ........... ..................
25
.... ......
... ..... ... ........
200
---------- .........
..........
150 ......................
0
...................
.......... ..................... .......... .......
100
................................... ... ........ .......
.......... ... .. ... ........ ...... ..........
. . . .... ...
5 8ff, .........
.. ........0.
4-j-4,-+-+--4 ------4
P-
�ZT f.'. TV2L
4-
rL
0 50 100 ISO 200 250 300
CAFACTY IN LLIL GALLON@ M Momm'
C-8 6 10 Dow on T-1355 C-8576 owe 4-17-80 D., 8-18-80 MODEL82zom
case: makrw C.I. PoL us6 L-3482 mweL ohL L-3482
WRIous LFJL— c"W-
C.I. PmLu& W-5059 "OWL"a M-6915 ob. 10-7/16" full MILL Ow*"h wow'ad
eea we.l err.wee.
py-psm,". 210 PST
......... 4 20
L.1-44....
..........
:+
. .......... . .... .........
....... ...........
10
-------- ----7- ....... 0
7
411
400 ....... -r7 . ...........
......... .... ...........
350 ......
�KPH, ...... ..........
..........
----------
1-7- ....... ..........
13001'
. . ........
250
....... ............ ..........
.... ...........
200 ..
...........1-...... ........... .........
.
150 .. ........ ..........
..........
..... ......
. .. ...... . ......
........... ........
100
.......... .......
---- ----- - --- ---------- .....
50
:+ TD9L
0
0 100 200 300 400 500
le CAPACITY IN U.I.QALLC*=P"M*wM
C-8573 T-3753 s-- C-8513 Dwe 7-31-79 12-9-80 BZEQ

4 " FL X 4" MCL- ALUMINUM ADPT
4" CERAMIC BUTTERFLY VALVE
4" SCH 80 PVC FLANGE
~- 4" 200 CLASS. PVC PIPE
SCH 80 4X4X4 PVC TEE (.SXSXS)
4 - 30- 97 G, MANNING
sch 80: ,4x4x4x36
NT PVC RISER

2" AIR RELIEF VALVE
4" FL X 4" MCL ALUMINUM ADPT
4" CERAMIC BUTTERFLY VALVE
4" SCH 80 PVC FLANGE
2 SWEEP
4" 200 CLASS PVC PIPE
4x4 sch 80 PVC 90 deg elbow CSXS
zl - 3 0- 97 G. MANNING
4 -4x2-7 Soh -- -- -�
EN1 PVC RISER
i

DAVID D. DAVIS and ASSOCIATES
_1-._
Safe Filling Rates For Mainline Pipe
It is very important when filling an empty or near empty mainline not to
exceed velocities of 0.5 to 1 .0 feet per second. Filling a mainline
faster than 1 .0 fps may not allow the air in the pipe to be properly
evacuated. Therefore the following chart indicates the approximate
maximum f•;11 rate (GPM) for most PVC, AC and ductile iron pipe lines .
Nominal Maximum
Diameter- Fi11 'Rate-
Inches (gL m)
2 11
2J 15
3 -24
4 40
6 80
8 150
10 250
12 350
r~
14 475
16 620
18 78G
20. .980
24 -1400
Pump Stations should be selected that will allow the fill rate to be
adjusted accordingly. The. fill rate can be increased at a rate' of
one (1 ) gpm every two- or three seconds. This amounts to an .average
increase of 30 gpm every minute .during a refill operation.
It is necessary to use a "refill procedure" anytime a mainline has
drained down by 10% o fits volume capacity. '
e-.

12-91
FIGURE 3: Coefficient of Flow
Pipe C41flue
Old Steel 100
Aluminum with couplers 120
Cement Asbestos 140
Plastic 150
As you can see, this formula is quite complicated. Figure.4 is a chart showing pressure losses and
velocity for various pipe sizes at various gallonages (NOTE: Chart is for class 160 PVC with a C Value
of 150).
EXAMPLE:
Pipe = PVC (Class 160)
Size = 101,
GPM = 1000 GPM
Length of Mainline = 1300'
From the chart; we find the PSI loss- per 100' _ .21 x 1300' - 2.73 PSI over 1300' of run
100 .
Head = 2.73 x 2.31 = 6.28' of head over 1300' of run
Velocity (V) = 4.15 ft/second
We can use the chart along with the conversion factors list on Figure 4 to determine friction loss
for steel, aluminum and asbestos cement.
EXAMPLE:
Pipe = Steel
.Size = 10"'
GPM = 1000
Length = 1300,
Friction loss in 1300' PVC = 2.73 PSI = 6.30' head
Factor for steel x2.12 'x2.12
Friction loss for 1300' of steel = 5.78 PSI or 13.36' head
Velocity (V) = 4.157sec. (same as PVC in previous example)
A RainBird slide rule makes this determination very rapidly without need for calculation.
After obtaining the friction loss per 100 foot of pipe and multiplying this by the feet of pipe divid-
ed by 100, the total pipeline friction loss is known and can be used in the total head determina-
tion as well as compared economically for proper pipe size.
You may incur instances where either the chart in Figure 4 or the RainBird slide rule cannot
be used. It.will then be necessary to calculate the friction loss and velocity. To do this, use the
formula in Figure 5.
2-s

t
MAINLINE REQUIREMENTSI
The connecting link between the pump and the irrigation system is the mainline. Mainline material
is normally steel, aluminum with couplers, cement asbestos or Plastic.-Sizes can range from 5" to 48"
plus. The following information may be used as a guide. Please consult with manufacturer for specific
design and installation information.
Generally with center pivot, a water source at the pivot is most convenient. When water is unavail-
able at the pivot, a mainline pipe is often used to connect the. pivot to the water supply. To avoid in-
terference with farm operations and drive unit crossing, the mainline is generally buried.
The proper size of mainline is a decision of economics. Whenever the yearly cost of owning a larger
pipe size is greater than the yearly pumping cost for pumping through the next smaller pipe size; then
one should use the smaller size pipe. A good rule of thumb would be not to exceed a velocity of water
in the pipe of five (5) feet per second. Water velocity in feet per second in a pipe can be determined
by the following formula:
Mainline Water Velocity
V = . (0.408) (GPM)
Dz
Where V = velocity in feet per second, GPM = gallons per minute, and D = inside diameter of circular
conduit in inches.
Pipe thickness or class should be selected to handle the highest pressures.likely to be encountered.
Because of the variable pressure operation of the corner system, the mainline pipe should be designed
to operate at a pressure of 30-40 PSI greater than the selected pivot pressure. The selection of flat
Pump curves will be helpful in reducing the pressure fluctuations with the corner system.
FRICTION LOSS IN .PIPE
Water flowing in a pipeline is always accompanied by a loss of pressure due to friction. The
degree or amount of loss depends on the smoothness of the' inside of the pipe wails, the
diameter of the pipe, the velocity, the quantity of water flowing in the pipe.
Friction factors of pipe are determined by experiments. Every type of material pipe is made
from (steel, PVC, etc.) has different friction loss characteristics.
The Hazen and Williams formula is the basis for man_ y friction loss calculations. Friction
loss (F) is in units of "feet per 100 foot of pipe." Dividing by 2.31,. friction loss is converted to
"PSI per 100 foot of pipe."
1.85
.2083/100 01.85
F = C )
D4.8655
Where:
C' = friction factor for various pipes (Figure 3)
Q = GPM of flow
D = pipe diameter in inches
F = feet of head per 100 foot of pipe
Irrigation Short Course 1976 'Coefficient of Flow
Bob Muliiner
Irrigation Consultant
Hastings, Nebraska

Water Hammer
Size A V Q Q 'Water Hammer
su.ft. ft./sec. C.F.S. PSi L040'-lsec,
2" 0.0262 5 0.131 59 350
4" 0.0941' 5 0.471 211 350
6" 0.2039 5 1.020 457 350
8'' 0.3457 5 1.729 774 350
1 Of. 0.5372 5 2.686 1,203 350
12" 0.7556 5 3.778 1,693 350•
15" 1.1547 5 5.773 2,586 350
where: P - Pressure Rise (PSI) abovc static pressure
V = Velocity (ft./sec.
L Length of pipe ahead of the .valve causing the hammer (ft.)
T = Time required to close the valve (sec.)
P = 0.070 VL/T
P = 0.070 .5(1,000)11
P = 350 .psi above static pressure
Water Hammer vs. Velocity
Si e A st1 ft V ft/sec. t? cfs ;+n��V7ater Hammer
6" 0.2039 1 0.2039 91 70
2 0.4078 183 140
3 0.6.117 274 210
4 0.8156 365 280
5 1.0195 457 350
6 1.2234 548 420
7 1.4273 639 490
8 1.6312 731 560
9 1.8351 .822 630
10 2.0390 913 700

INSTALLATION
Table 4. DESCRIMON OF EMBrLDMFNT MATERIAL CLASSIFTCArIIIMS
SOIL SOIL DF_SCRlrTION'of
hamond Agricultural PVC Pipe should be assembled and CLASS TyrF. MATERIAL CLASSI"CATION
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided ""'t S"'" ""`""^'""'''r'""''"" ""L" " `r""""„'
rl,dry sw.t.n.l.A...wf r<j...d arindrann ate►r<,Wr.l tale w r„\.
in ASTM D2321, and the installation Guide for PVC Water `°"``�`�
Pipe (a "pocket-sized" edition is available from your "'""S.4'.. CW W"�-"iesedV F ^-'•�°^'•'-�W'k�<„•,•n<, ,ng .�•<
faafR Mon Nan Vt4 rnau,N,w h6 NI1,.
representative or from Diamond Plastics Corporation.) `le"`
G, rawly"dW grawh wA rr",uW m,.rwes.lack w,".r
relrr fr ti—R—..w—N+ +,.<v<. Mr.<A-
Embedment materials are to be in accordance with soil ""
SW Well paled t—As wW prrrll-,aids.lank..n,far.. A4w,here No%.J.,..,
classifications listed under Unified Soil Classification rr.r�.p... 141 A..r X1...,".,Yr% 17�
System, ASTM D2487 and ASTM D2488. Sr
C-I... Gm III S.nl.••• Shcy F,_I1 I—,I".aG r.a.,wr.- «K.0 m..rr.....ry Ira.I.w,.•,aar.
Te assemble, clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond Ic a„rygr..r4.Frr-et.N,l.,ma„a.r «�,«.r.r,,,, .,,a,�,,,,•,
M Na.a ,ruancJ m I:,.
Plastics Corporation) to the entire spigot end up to the SM SJly.ud+ ..d..,l,m,,,, ?I yr In—UvI.d
reference mark. Also, apply lubricant to the contact surface Mn< 311ar<,.Mrl•..• :Itl,<-<.
of the gasket. SC
Mw<Nan IWK—I—I r•.,Na :III
C4.a IV&ab ML Irwlanc rlls.r<ry fwr,an,.,n.-t n.'v.sJn I­
With
s4,rf law•.nl• 1 Wuwl l
With the pipe in straight alignment, push the spigot into "%I.I,.. �.. P.—N.
the bell up to the insertion line. If a pry bar is used to e• 1ra Fr,e clay.of�•- �•Wa Ma•�-• �F•••<II,,I+.,. „II,
km clays. UWul ismIr,41,.r ks,. t,r(.. nu< T.—S..:Irl—,•
apply force, the pipe should be protected by placing a board ,I,; ,�F„�,,�m.a�,,,.J,,,,.n_�, f,�,..,,.,•,,,,.,4,.,aG. l.Wu.
between the bar and the pipe. ',t"i'smucr u—wrv. «+s """`PLC•,K.hilt„•.`
CH Imrg.nr clays of h,Fh N^' ..rr clay, L.Yurd Lma:pavr.Y�hr,4r: yr;
elan Pun.K'..Illl 1—
If normal force does not complete the joint, disassemble the Imt
$ wll..dm anw.aG.r4., G..
s IYaaw u, 1 W'J Innx t,r:..1r.,
joint and examine the parts to make tertian they are free of ar.Paas.•s �--°
obstructions. Visually inspect the completed joint to insure re IYa.200the gasket has not been dislodged. k.M aU—n'FN. I+n•r••-Ira
S,.ils we as drfin<d in ASTM D 2407•'"T fur Clu,I mrrrul'r"."n d.•f nnl,n Ai fall U:t:l
... In wcnedatrr wish ASTM D 24a7,Is NM^r,u.N.• :IO.,<ve. ,
In---it— ..ItASTM D.2Jg7• ..I, .rh Y' w Ia p...%No -:140,.. a 1,11 in Kv 1�1
'Isstu cu"w,Mini r Ir,nre rhOKlefntK of Clue II Nn../Clan.111.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSES EMBEDMENT CLASS AND METHOD The haunchin area is most important to the support o
OF PLACEMEW AS PERCENT OF STANDARD PROCTOR g
DENSITY OR RELATIVE DENSITY* PVC pipe. For good support, the haunching area should b(
FOR GRANULAR MATERIALS IN PARENTHESIS" compacted to the densities given In the Long Terry
CLASS OF EMBEDMENT I 1I i1I IV
Deflection Chart.
\larwfacouod
NATERI.LL.DESCRipma1 Crmldar Sxd aMGratd Noted•Grain Frrte Gem
Sfuows Serfs-c1two Sals StNls
FIJUfE 2.
opumu t mntuure conic,µ range 0.1. 9.11! too
hmu 5 of dry ae,gl" E.
Sal ConNAldaslon.%tCU l % Pl tar to Relwr_I Dastsy Range true.00 recce••er• / I.."
MCII.tt
Cumpacl by ps,cr tamper 95.100 95.100 95-100 Yom too I
I.nmmcr (75-IMI (110.10M
Tkmuybyportabk NO.93 1¢)-95 g0.93 73.90 Izn 4~ rrrl nprw
"rArnun L64731 (60401
Ylltlt
ConWW2Lcby,arurauon 110.93 MO.95 I IKcr,tt
((&751 1C,0-M01 I I -
rrry tnl►ctlnl r,n •. f
tort —7 _
Hand pLYc 60-80 r
(JD6111 Jam,
Haw Lamp 60-SO 60.110 t&75
•.w::::::.•.•:.•:::.•.•.
Dump 60-90 t41f0 60-80 6fi7S ? .•.v..•.•.ay........:•:- ..
IJ6601 ISUb0) ......................... ... 4
Rct:ius•C ocnaty It n .d m pvcnlh s i.
This rabic wry Is an 2ppm_3w F—k-dcfinng 2—pi:Procim dcns1114n altalned Ihrvugh"W'"s
methods of usrl contolid—In ddfrrenl classes of sell. The ubk is Imendcd to pn,vrdc gu Ktil ee and Is
sl A:Iual dcsr aloes x td be dcvek,ped by the englnoer for"Peesfic
nr1l rcrlvamrndcil Ior acs,en u,c. gn v
owls m...�•r�...,<.„rr��,.�,m<

j
JH
ij IW t
ram/
oA
F '4i .e. Kample of di fferent arras gements for thrust blocks.

THRUSTBLOCKS3
Thrust blocking prevents main line from moving when the pressure load is appiled. In ef-
fect, the thrust block transfers the load from the pipe to a wider load bearing surface. Thrust
blocks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
.;aps, valves,.hydrants and reducers) of the pipeline. The thrust backing must be formed against
a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench wall.
The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree
of bend and type of soil. In most cases, the size and type of thrust block will be determined by
the engineer. Thrust block size may be calculated by the procedures shown:
STEP 1. Multiply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
Dead End 90' 450 22Y/s°
Pipe Line or Tee Elbow Elbow Elbow
1 1/2" 2.94 4.16 2.25 1.15
2 4.56 .6.45 3.50 1.78
21/z" 6.65 9.40 5.10 260
3 " 9.80 13.9 7.51 3.82
31/2" 12.8. 18.1 9.81 4.99
4 16.2 23.0 , 12.4 6.31
5 24.7 35.0 18.9 9.63
6 Is 34.8 49.2- 26.7 .13.6
8 '' 59.0 83.5 45.2 23.0
10 91.5 130.0 - 70.0 35.8 -
12 129.0 182.0 98.5 50.3
STEP 2. Determine the bearing strength of the soil from the table below:
Soils and Safe Bearing Loads Lbs:Sq. Ft.
Sound Shale 10'OOd
Cemented Gravel and Sand
difficult to pick 4,000
Coarse and fine compact Sand 3,000.
Medium Clay "_ Can be spaded 2,000
Soft Clay 1,000
Muck 0
STEP 3. Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gives
the square feet of area needed.
'Cartain Teed and Installation
erode 40-22-16H
:i/1/75
2-15

06/02/97 6tON 15:19 FAX 91V 5Y7 9859 fiSl—KiNSTUA 'ki VV1
MAN UFA "URER'S CERTIFICATION
GASKET - JOINT
PR2001 PR160; PR125 and PRIOO .PVC PIPE
This is to certify that the products herein referred to and manufactured by NORTH AM ERJCAN PIPE CORPORATION
meet or exceed the requirements of the pertilwat standards and regulating agencies as NldImlect
MATERIALS — PVC; materials used in PR200, PR160. PR125, and PR100 pipe, manufactured by
NORTH AMERICAN PIPE CORPORATION, comply with ASTM Standard D-1784 and are approved by National
Sanitation Foundation for potable water use. Pipe is made from a virgin PVCcompound with acell classification of
12454-R the established hydrostatic-design-basis(HOB) rating is 4,000 psi at 73.4vF. (2TC). The Standard
ThermoplasUe Pipe Material Designation Code is PVC 1120_
P@PE — Physical dimensions and tolerances of PR200. PR160, PR125 and PR100 pipe, manufactured by
NORTH AMERICAN PIPE CORPORATION, are within the requirements of ASTM Standard D-2241, Product
Standard PS-22-70 and the National Sanitation Foundation Standard 14. Belled-end PR200,PR180,PF1125,and
PR100 pipe made forgas$cet Joints by NORTH.AMERICAN PIPE CORPORATION, meets the above specifications
including ASTM D-3139. White is the standard coke with blue optional.
CASKETS AND LUBRICANTS — Gaskets and Lubricants are compatible with the plastic
material in NaRTH AMERICAN PIPE CORPORATION pipe and In combination with them will not adversely affect
the potable qualities of the water. Each gasket is factory installed In boll-end pips Gaskets and'pints meet-all
requirements for performance as specified in ASTM D-31 Sg and F-477- All NORTH AMERICAN Pi PE CORPORA-
TiON gaskets are factory installed and have a steel reinforcing ring. (Locked-in)
FITTINGS— Gasketedfrttings,supplied by NORTH AMERICAN PIPE CORPORATION,meetthe require-
rnents of ASTM Standards, D-3139. Said fittings are approved by the National Sanitation Foundation for potable
water acid have working pressures of 200 PSI at 73.4°F unless otherwise noted.
MARKING — PR200, PR1M PR125, and PA100 pipe, are marked as pre=ibed in ASTM Standard
D•2241 i.e.nominal pipe aiM type of plastic Pipe material,pipe dimension ratio..preesuW-Ming.ASTM specification
designation number,manufacturer's name and code,and the Naflonal Sanitation Foundation ts"for potable water.
I N PLANT TESTING — Per ASTM D-2241:
1.Pipeshall be homogeneous throughout and free from visible cracks,holes„foreign indusiort%and otherdefec ts.
2. Wall Thickness,Outside Diameter, and Ovality-Once per hour. Method: ASTM 0.2122.
3- OUICK BURST-Every eight hours Method: ASTM D-169S
4. FLATTENING-Every eight hours. Method: ASTM 0-2241 6.5.
S. IMPACT- Every eight hours Method ASTM D-2444.
S. EXTRUSION QUALITY- Every eight hours. MathwE ASTM D-2152.
T. SUSTAINED PRESSURE-Twice per year. Method:' ASTM D-1598.
}
Page 8

VO/Vf.i u� m�i� �....... .•tug Flu ..�. uvvu uaA-laiiw�..,
k�mm 4UJ,
i
!PS CLASSES PVC GASKET PIPE
ASTM 0-2241
(Quantity figure! on 20 f. length-
ouf*ae
PR 100 SQR 41
n1
Size Diameter Wall Pgr ws ignt PIeC-.es Bundias Truakaqu
2%" 2,875 .070 F dund(e T"Idoad Pieces
3 186
3500Ma 12 232 44,64(1
4' 4-� AN 1.000 12 6 1.2 1 soo 3D,000
g., 8 625 7 !Z 812
?, 120 18 240
8„ 8.625 .161 2.175 14 4�14 392 7.840
2t0 2,gg7 '14
4024 242 4,840
18 2@18
20 4020
100' 70.750 2 15
28$ 5.759 12
12" 12.750 .310 8.134 8 612 144 80
04 I 1,960
4 204
6 Goo
8 $�3
PR 126 SDR svu
Outside Wwgm Pieces 8i26 Ciamel �wi6 rUCidH 5 Truckload
ar Well Per Fool
Ti`itt08ti P39Ces
.346 259 12 108 62,760
3,. .108 .757 186 S2 44,640
4" 4.5M 138 -- 125 12 1.So0 3010W
of, 6.GM 1� 1$ 912 18,240
On 203 2.7W 14 12026 392 7,840 4 14
c6.5 4 514 a4 4024 24-2
18 ,2018 4 040
4@217
1C" 10.7�0 .39ta 7.225 f 5 2�15
12" 12.750 12 12 144 Zan
Aw 10.182 6 668
4 1,980
204
6B
a
'do PR 160 SDR.26
sizeOuta
r wan w Floor a Tnx*ba4
1.9w 274 Rleoat Fa
2 375 .091 428 24 4.8n 97,440
2]2" 2_V5 25lJ 12 3.1os 6E.180
sit 1io 827 186
3.5�1 _1$$ .9C38 125 - -- 1 2.?= 44.640
4#' 4 W t 73 1.549 12 1..riw 317AW
8 '
6., 76 12. 912 18.240
3mi 28 12628
392 7,Bt0
8" gay 1{ 4014
5.731 24 4:24
i8 242 4,e40
2�13
20 46p
2
12" 1 2.750 <7$ 8.8d0 12 15
14i
.490 12A21 g 2 EJ0
4 204 Uaw
6 �g
4 - fie eriase�ehlss s{so�Yt►►'to C1�tas a15 e-W1Ir Wig'7hi kwsses and Wovhts Per fba

u*/VL/uI ZWO 4u;1Y r11d w.Lv JL/ Uo4v
�uuz
cd ,
't '
� h':A - P �, - i on
LARGE DIAMETER IRON-PIPE STANDARD 0. D. PVC PIPE
Q NAPCO is expanding Its lira of IPS O.D.PVC pipes • Backed by NAPCO experience in large diameter
to 14", 16",& 1 a". - PVC supply lines,forte mains, irrigation systemm
* NAPCO PVC Pressure Pipes with pressure rating of a The deep bells of the NAPCO pipe joint with locked-
200 PSI(SDR 21),160 PSI(SDR 26),125 PSI(SDR in gaskets provide unmatched performance,proven
32.5) and 100 PSI(SDR 41). in years of large diameter pipe service.
* N.S.F. listed compound and pipe for potable water
applications. I PS CLASSES ES PVC GASKET PIPE
AST D-2 241
(Quantity figured on 20 ft. lengths)
I. P.S. O.D. PVC PIPE
SDR 21.
r Outside Weight Feet Per Feet Per
Size _ Diameter 1 Wall Per Foot 6ugdle Truckload
14" 14.GW .667 18.770 120' 1,44t1' J
16" 16.000 .762 24.836 120', 80', 60', & 40'1 1,200' C
1S" 18.000 .867 31.424 120', 80% W'. &40''- 1,000' �
_ S_ DR 26
Outside Weight Feet Per Feet Per
Size Diameter wan Per Foot Bundle Truckload
14" �14.000 .638 15.315 120, 11440'
16" 16.000 .615 20.248 120', 80', 60'. &40' 1,000'
M, 1$AQ0 .693 25.631 120', 80', W', & 40' 1,000'
SDR 32.5 - --
Outside Weight Feet Per Feet Per
Size Diameter Wall Per Foot Bundle Truckload
141' 14.000 .431 12.344 120, 1,440'
16" 16.000 .402 16.335 120', 80', 6W. &40' 1XW
18" 18.000 .554 20.692 120`, SO', fi0', $ 40' 1,000'
SDR 4.1 _
i outside Weight Feat Per Feet Per
Size Diameter Wall Per Foot Bundle Trucidoad
14" 14.000 .341 9.857 120, 1,444`
i
16" 16.000 .390 13.038 JW'. 60'. 60', &40' 1,000'
18" 18.000 .439 16.510 120-, 80', 60', $ 40' 1,OD0'
ire a

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate .your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain .gauges work best because
they already have a graduated scale from which to read the application amount.
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily,transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
`Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

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Swine Farm Waste management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production All Vegetative or wooded buffers;
0 Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals M Dry floors
Floor surfaces • Wet manure-covered floors 0 Slotted floors;
J0 Waterers located over slotted floors;
O Feeders at high end of solid floors;
fO Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; O Frequent manure removal'by flush,pit recharge,
• Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; 0 Fan maintenance;
Dust M Efficient air movement
Indoor surfaces v • Dust A Waslidown between groups of animals;
M Feed additives;
O Feeder covers;
21 Feed delivery downspout extenders to feeder
curvets _
Flush tanks 0 Agitation of recycled lagoon Cl Flush tank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys 0 Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon JM Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater O Box covers
orjunction boxes conveyance

Source Cause BMPs to Minimize Odor Site Specific Practices
• -- '-`"
End of drainpipes at • Agitation during wastewater R Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; 0 Proper lagoon liquid capacity;
Biological mixing; 9 Correct lagoon startup procedures;
• Agitation IN Minimum surface area-to-volume ratio;
Ise Minimum agitation when.pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation; M Irrigate on dry days with little or no wind;
nozzles . Wind drill 9 Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
❑ Pump from second-stage lagoon _
Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loading;
surface . Mixing while filling; Cl Tank covers;
Agitation when emptying ❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface • Partial microbial 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 slung/sludges;
spreader outlets . Volatile gas emissions ❑ Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while ❑ Soil injection of slurry/slud.ges
slurry or sludge on field drying ❑ Soil incorporation within 48 hrs.;
surfaces ❑ Spread in thin uniform layers for rapid drying;
Cl Proven biological additives or oxidants
Dead animals • Carcass decomposition CR 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 0 Secondary stack burners

—� Source Cause BMPs to Minimize Odor Site Specific Practices
Stag water around • Improper drainage; IN Grade and landscape such that water drains
ndin
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads 0 Farm access road maintenance
public roads from farm
access
Additional Information: Available From:
~Swine Manure Management; 0200 Rule/BMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Design 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 Assurance Program; NPPC Manual NC Pork Producers 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

Insect Control Checklist for Animal Operations
-Source
Cause BNII's to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids 0 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 Crusted Solids X Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
8 inches over more than 30%of surface.
Excessive Vegetative • Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
-- — Dry Systems
Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation of decaying wastage.
9 Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter). .� - -- -- - -
Feed Storage f Accumulations of feed residues Cl 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 brewers grain and similar high
moisture grain products).
17 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

—~Source —�� Cause BMPs to Control Insects. Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes p Eliminate low areas that trap moisture along
and feed wastage fences and other locations where'waste
accumulates and disturbance by animals is
minimal.
13 Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes.(i.e.,inspect for and
remove or break up accumulated solids as
needed). _
Dry Manure Handling Accumulations of animal wastes 0 Remove spillage on a routine basis(e.g.,7- 10
Systems day interval during summer; 15-30 day interval
during winter)where manure is loaded for land
application or disposal.
• Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613.

Insect Control Checklist for Animal Operations
Source -.�. Cause - B1V>IPs to Control Insects -
- Site S, eciiFPe Practices
Li' uyd S stems
Flush gutters Accumulation of solids ® Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
13 Remove bridging of accumulated solids at
dischar e
Lagoons and pits 0 Crusted solids ® Maintain lagoons, settling basins and pits where -
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 3 inches
over more than 30 percent of surface
Excessive vegetative a Decaying vegetation ® 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.
nr S sterns
Feeders • Feed spillage 0 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- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC- November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause - - - BMPs to Control Insects
Feed storage a Accumulations of feed 0 Reduce moisture accumulation within and around Site S ecIlfic Practices
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
13 Inspect for and remove or break up accumulated
solids in filter strips around feed storage,as needed
Animal holding areas Accumulations of animal 13 Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
13 Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling Accumulations of animal 0 Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
0 Provide for adequate drainage around manure
stockpiles
® Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
_— handling areas as needed
For more information contact:
Cooperative Extension Service,Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

EMERGENCY ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR) _
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (NRCS)
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:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field-actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23,2016

d. Leakage from flush systems, houses, solid separators-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house,flush systems,or solid separators.
5) 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:
1) Dig a small sump or ditch away from the embankment to catch all seepage,put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and Iagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury,fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office,phone number:
After hours, emergency number: 1-800-858-0368.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:
.Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension,phone number:
2 November 23,2016

2) local SWCD office,phone number:
3) local NRCS office,phone number:
4. If none of the above works call 911 or the Sheriff's 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:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR 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 November 23,2016

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 67-0087 Certificate Of Coverage Number: AWS670087
2. Facility Name: Rex Halso&Son
3, Landowner's Name(same as on the Waste Management Plan): Rex Halsd-
4. Landowner's Mailing Address: PO Box 784
City: Beulaville State: NC Zip: 28518
Telephone Number: 910-271-1500 Ext. E-mail:
5. Facility's Physical Address: 1361 Kinston Hwy
City: Richlands State: NC Zip: 28574
6. County where Facility is located: Onslow
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
S
9. Integrator's Name(if there is not an Integrator,write"None"): Maxwell Foods LLC
10. Operator Name(OIC): Gina Halso Phone No.: 910-271-1700 OIC#: 995230
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-Feeder to Finish 5,280
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 Poultrz
Gilts Other Non Laying Pullet
Other Layers
RECEWWWDEOUM
MAR 2 8 2019
Viawomk
s

s,,.StA7E 4
ROY COOPER
Governor
MICHAEL S.REGAN
Secferary
LINDA CULPEPPER NORTH CAROUNA
Dirt"or Environmental Quality
February 27,2019
Rex Halso
Rex Halso&Son
PO Box 784
Beulaville,NC 28518
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at https://deu.ncgov/about/divisions/water-resources/Water-qualit)-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non-Disci a General Permits ou must submit an application for
permit covera a to the Division. Enclosed you will find a "Request for Certificate of Coverage Facilit Currently Covued by an
E.xpirinv State Non-Discharge General Permit." The Nplication form must be completed. signed and returned by April 3, 2019.
Please note that You must include one ell cogiv of the Certified Animal Waste Management Plan_ _(CAWMP)-_with the
completed and si ned anplication form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to requesi renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Onslow County Soil and Water Conservation District
AFOG Section Central Files-AWS670087
Maxwell Foods LLC
North Carona Department of Environmental Quality I Oieision of Water Resources
512 N Sein3shum St 1 1636 Maii Service Center I Raleigh,North Carolina 27699-is3g

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)
ao
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 b► the owner and a certified technical suecialist.containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d: The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,si re should be by a principal executive officer of the corporation):
Name: S Q Title: W j
Signature: Date: 7 ^.z 7 -/2
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019