310134_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0134 Certificate Of Coverage Number: AWS310134
2. Facility Name: Richard Lanier Hog Farm
3. Landowner's Name(same as on the Waste Management Plan): -R-RptptrLanier
4. Landowner's Mailing Address: 860 Fountaintown Rd
City: Beulaville State: NC Zip: 28518
Telephone Number: 910-298-4237 Ext. E-mail:
5. Facility's Physical Address: 431 Cedar Fork Church Rd
City: Beulaville State: NC Zip: 28518
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): J C Howard Farms
10. Operator Name(OIC): Richard F.Lanier Phone No.: 910-2984237 OIC#: 18096
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 3,672
Oneration Tyner•
Swine Cattle Dry Poultry Other Tunes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
LAG00N#1 Zk 2 tdr-f 115,434.00 19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP most include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist.containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c, The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
It. The required MRCS 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 persqn who knowingly makes any false statement,
representation, or,certification in any application may be subject to civil:periali es up ;0 $2'5,000 per violation. (18 U.S.C.
Section 1001 provides a punishmCni'by-a'fine of not more than $16,060-of imprisonment'of not more•than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should beby a principal executive officer of the corporation):
Name: Title:
Signature: Date: .
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
. . NCDEQ.DWR
Animsi Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 276".4636
Telephone number:[phone],
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

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

t
WASTE UTILIZATION PLAN Page 1
DATE 05/16/00 FN 31-134
Producer: Richard Lanier
Location: 860 Fountaintown road
BEULAVILLE,NC 28518
Telephone: [phone]
Type Operation: FEEDER TO FINISH
Number of Animals: 3672
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
content 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 available
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 DWQ
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 require-
ments 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 analysis.
This waste utilization plan,if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
Management Commission.
41.

WASTE UTILIZATION PLAN Page 2
AMOUNT OF WASTE PRODUCED PER YEAR(GALLONS, FT3,TONS, ETC.)
3672 hogs x 3.8 tons waste/hogs/year= 13953.6 tons
AMOUNT OF PLANT AVAILABLE NITROGEN(PAN)PRODUCED PER YEAR
3672 hogs x 4.6 PAN/hogs/year= 16891.2 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown,soil type and surface application.
TABLE 1: ACRES OWNED BY PRODUCER
TRACT PULLS SOIL TYPE&CLASS- CROP YIELD LBS residual ** "LBS
DETERMINING PHASE CODE AW N PER ACRES AW
PER AC AC USED
APPLIC.
TIME
6768 1a,2a AuB BH 5.5 275 14.6 4015
6768 —1 a,2a AuB SG 1 50 14.6 730
�v
6768 1 b,2b AuB BH 5.5 275 10.84 2981 `0•
6768 --1 b,2b AuB SG 1 50 10.84 542 ti
6768 1 b,2b LnA C 50 62.5 15 2.89 137.275 \
6768 -r1 b,2b LnA WA 1 100 2.89 289
6768 1 b,2b LnA DSB 18 72 2.89 208.08/
6768 3 AuB BH 5.5 275 2.12 583
v
6768 —3 AuB SG 1 50 2.12 106
6769 4a,5a NoB BH 6.1 305 8.26 2519.3
6769 --4a,5a NoB SG 1 50 8.26 413
Total 12523.655
Indicates that this field is being over seeded(i.e.interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. 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.
C

WASTE UTILIZATION PLAN Page 3
TABLE 2: ACRES OWNED BY PRODUCER AND CONTINUED FROM TABLE 1
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specifications 2.)
TRACT FIELD SOIL TYPE&CLASS- CROP YIELD LBS COMM LBS
DETERMINING PHASE CODE AW N PER ACRES AW
PER AC AC USED
6769 1 NoB BH 6.1 305 17.14 5227.7
6769 1 NoB SG 1 50 17.14 857
6769 4b, b NoB C 100 125 15 8.1 891
7b,8b
6769 —4b,5b NoB WA 1 100 8.1 810
7b,8b
6769 4b,5b NoB DSB 38 152 8.1 1231.2
7b,8b
0
0
Total 9016.9
Indicates that this field is being over seeded(i.e.interplanted)
or winter annuals follow summer annuals.
*"Acreage figures may exceed total acreage in fields due to
over seeding.
*ibs 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:
LBS N APPLY
CROP CODE CROP UNITS PER UNIT MONTH
BH HYBRID BERMUDA GRASS-HAY TONS 50 APR-SEPT
C CORN BUSHELS 1.25 MAR-JUNE
SG SMALL GRAIN OVER SEED AC 50 SEPT-MAR *SEE NCSU MEMO*
SA SUMMER ANNUALS AC 110 APR-MAY
WA WINTER ANNUALS AC 100 SEPT-APR
BC HYBRID BERMUDA GRASS-CON GRAZED TONS 50 APR-SEPT
BP HYBRID BERMUDA GRASS-PASTURE TONS 50 APR-SEPT
FC TALL FESCUE-CON GRAZED TONS 50 SEPT-APR
FH TALL FESCUE-HAY TONS 50 SEPT-APR
FP TALL FESCUE-PASTURE TONS 50 SEPT-APR
SB SOY BEANS BUSHELS 4 JUN-SEPT
DSB DOUBLE CROP SOY BEANS BUSHELS 4 JUN-SEPT
CO COTTON TONS 0.1 MAY-JUN
W WHEAT BUSHELS 2 OCT-MAR

WASTE UTILIZATION PLAN Page 4
TOTALS FROM TABLES 1 AND 2
ACRES LBS AW N USED
TABLE 1 20.8 12523.655
TABLE 2 16.67 9016.9
TOTAL 37.47 21540.555
AMOUNT OF N PRODUCED 16891.2
'BALANCE -4649.355
This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres shown in each of the preceding 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
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 6 y pounds of plant
available nitrogen (PAN)per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge equipment, may be needed when you remove this sludge.
See 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
6 months. In no instance should the volume of waste being stored in
your structure be within_4 feet of the top of the dike.

WASTE UTILIZATION PLAN Page 5
If surface irrigation is the method of land application for this plan,it
it is the responsibility of the producer and irrigation desigr signer 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
Call your Agriment Services representative for assistance in determining
the amount of waste per acre and the proper application rate
prior to beginning the application of your waste.
NARRATIVE OF OPERATION: SEE ATTACHMENT

WASTE UTILIZATION PLAN Page 6
Plans and 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 Local NRCS 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 updated 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 Standard 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 the wind is blowing.
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 infil-
tration rate such that runoff does not occur off-site 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
event,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. The potential for salt damage from animal waste should
also be considered.

WASTE UTILIZATION PLAN Page 7
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.Animal waste shall not be applied closer than 25 feet to surface
water. This distance may be reduced for waters that are not perennial
provided adequate vegetative filter strips are present. (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 landowner.
14.Waste shall be applied in a manner not to reach other property and
public right-of ways.
15.Animal waste shall not be discharged into surface waters,drainage ways,
or wetlands by discharge or by over-spraying. Animal waste may be
applied to prior converted wetlands 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
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 wash down facilities,showers,
toilets,sinks,etc.,shall not be discharged into the animal waste
management system.
17.Lagoons and other uncovered waste containment structures must maintain
a maximum operating level to provide adequate storage for a 25-year,
24-hour storm event in addition to one(1)foot mandatory freeboard.
18.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
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.
19.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.
20.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.

WASTE UTILIZATION PLAN Page 8
21.Animal waste can be used in a rotation that includes vegetables and
other crops for direct human consumption. However,if animal waste
is used on crops for direct human consumption it should only be applied
pre plant with no further applications of animal waste during the crop
season.
22. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage(pumping volume)of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
23.Waste shall be tested within sixty 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
and waste analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three years. Waste
application records for all other waste shall be maintained for five
years.
24.Dead animals will be disposed of in a manner that meets North
Carolina State regulations or other States'regulations.

WASTE UTILIZATION PLAN Page 9
NAME OF FARM:
OWNER/MANAGER AGREEMENT
I(we)understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above.
I(we)know that an 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 Water Quality(DWQ)before the new animals
are stocked. I(we)also understand that there be no discharge
of animal waste from this system to surface waters of the state
from a storm event less severe than the 25 year,24 hour storm.
The approved plan will be filed on-site at the farm office and at
the office of the local Soil and Water Conservation District and
will be available for review by DWQ upon request.
I(we)understand that I must own or have access 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 rate that no runoff
occurs.
NAME OF FACILITY OWNER: Richard Lanier
SIGNATURE: &aoi �2 DATE: s'I6' °D
NAME OF MANAGER(if different from owner):
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: RONNIE G. KENNEDY JR.
AFFILIATION: AGRIMENT SERVICES, INC.
PO Box 1096
Beulavil 1
RE:SIGNATU DATL-�

REVISED ADDENDUM TO WASTE UTILIZATION PLAN.•
FACILITYNUMBER 31-134
FARM NAME: RICHARD LANIER FARM
OWNER NAME: RICHARD LANIER
DESIGN CAPACITY: 3672 FEEDER TO FINISH
THIS PLAN IS A REVISION OF THE 4/15/96 PLAN COMPLETED BY BOYCE BOYETTE.
THIS PLAN DEPICTS THE WETTABLE ACRES ON THE FARM AND DISPLAYS THE
SAME IN THE CALCULATION TABLES.
THIS WASTE PLAN REPRESENTS A COMPLETE TWO-YEAR ROTATION OF THE
CROPLAND AND HAYLAND. THE PAN HAS BEEN DOUBLED TO REPRESENT PAN
ACCUMALATION FOR TWO-YEARS. THE ACREAGES OF THE HAYLAND WITH
SMALL GRAIN OVERSEED HAVE BEEN DOUBLED IN THIS PLAN TO TAKE UP THE
NUTRIENTS FOR A TWO-YEAR PERIOD, BECAUSE THESE CROPS DO NOT CHANGE
IN TWO YEARS. THE CROPLAND REPRESENTS THE USE OF A CORN/WINTER
ANNUAL/SOYBEAN ROTATION. THE ACTUAL ACREAGES ARE USED FOR THE
CROPLAND, BECAUSE THE CROPS CHANGE EVERY OTHER YEAR. ACREAGES
MAY BE CONFUSING BY SEEING DOUBLE THE ACREAGES FOR THE TWO-YEAR
ROTATION REVERT TO MAP FOR ACTUAL ACRES USED.
THE CROPLAND FIELDS IN THIS PLAN ARE NOT NEEDED TO FULFILL THE
AGRONOMIC REQUIREMENTS OF THIS FARM. THEY ARE INCLUDED IN THE
TABLES OF THE WASTE PLAN AS CORN/WA/SB ROTATION;HOWEVER, MR.
LANIER HAS FLEXIBILITY TO PLANT ANY CROP HE SO DESIRES AND MAY APPLY
CROPS OTHER THAN CORN,WINTER ANNUALS OR SOYBEANS AS LONG AS A PAN
RATE IS SPECIFIED BY TECH SPEC AND NO APPLICATION TO CROPS THAT DO NOT
HAVE REALISTIC YIELDS OTHER THAN PREPLANT.
ALL FIELDS MUST MEET MONITORING AND REPORTING REQUIREMENTS WHEN
USED. MR LANIER PLANS TO APPLY HIS WASTE IN ACCORDANCE WITH HIS
SPECIFIC WASTE ANALYSIS NOT TO EXCEED THE HYDRAULIC LOADING OF THE
SOILS.
5/16/00
Y�ONNIE G. KENNEDY/JR.
TECHNICAL SPECIALIST
I
J

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Richard F. Lanier County: Duplin
Address: 860 Fountaintown Rd.
Date: March 25,1999
Telephone: [phone]
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number acres Soil Type Slope % Crop(s)( In/hr inches Comments
T-6768 F1 22 AuB/Wo/Ln 0-5 Bermuda Hay/Small Grain 0.4 1
T-6768 F2 2 AuB/Ln 0-2 Bermuda Hay/Small Grain 0.4 1
T6769 F1 14 NoB/FoA 0-5 Bermuda Hay/Small Grain 0.4 1
T6769 F2 14 NoB/FoA 0-2 Bermuda Hay/Small Grain 0.4 1

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Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Ag-Rain 27A 2.75"x820'hose!Nelson 100!JD 4039D w/ Berkeley B3JQBM pump
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. fUmin (in/hr.) Width ft. Length ft feet Inches at Gun(psi) at reel(psi) Pattern Comments-Acres per pull
Hyd-1A 3.29 0.4 210 700 275 0.927 60 110 300 3.37
Hyd-1 B 3.29 0.4 210 900 275 0.927 60 110 300 4.34
Hyd-2A 3.29/6.58 0.4 210/180 485/385 275 0.927 60 110 300/180 3.93
Hyd-2B 3.29 0.4 210 825 275 0.927 60 110 300 3.98
Hyd-3 6.58 0.4 110 420 275 0.927 60 110 300 1.06
Hyd-4A 3.29 0.4 210 250 275 0.927 60 110 300 1.21
Hyd-4B 3.29/6.58 0.4 210/170 300/250 275 0.927 60 110 300/180 2.43
Hyd-5A 3.29/6.58 0.4 200/100 370/530 275 0.927 60 110 3001180 2.92
Hyd-5B 3.29 0.4 210 530 275 0.927 60 110 300 2.56
Hyd-6 3.29 0.4 200 700 275 0.927 60 110 300 3.21
Hyd-7A 3.29 0.4 200 570 275 0.927 60 110 300 2.62
Hyd-7B 6.58 0.4 175 360 275 0.927 60 110 300 1.45
Hyd-8A 3.29 0.4 210 570 275 0.927 60 110 300 2.75
Hyd-8B 3.29 0.4 210 345 275 0.927 60 110 300 1.66
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TOTAL 37.49

Sheet3
TABLE 3 -Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment N/A
Operating Parameters
Field No Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line No. Hydrants (feet) Pipelines Pipelines (in/hr) (inches) at Gun(psi at Hydrant(hr.) Comments-Acres per zone
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 -
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00

Sheet4
TABLE 4- Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm) 164
Operating Pressure at Pump (psi) 139.9
Design Precipitation Rate(in/hr) 0.33
Hose Length (feet) 820 xxxxxxxx
Type of Speed Compensation Mechanical XXXXXXxx
Pump Type(PTO, Engine, Electric) Engine
Pump Power Requirement(hp) 29.7
TABLE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA(sq.ft.)
90 degree bend 3.41
Dead End 2.42
Tee 1.69
Gate Valve 2.42
45 degree bend 1.84
Pagel

Sheet5
IRRIGATION SYSTEM DESIGNER _
Name: Micah Kevin Weston
Company: Private
y i
Address: 237 A.I. Taylor Rd. Richlands, NC 28574
Phone: [phone]
Required Documentation O C.
FSI�r�E
The following details of design and materials must accompany all irrigation designs: f �:'v�.L�'�
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,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.
B. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be Installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet 6
NARRATIVE OF IRRIGATION DESIGN AND OPERATION
FOR
RICHARD F.LANIER-RICHARD F.LANMR FARM
DESIGN AND INSTALLATION OVERVIEW
This irrigation system is designed with four inch, Class 200 PVC gasket pipe and
schedule 80 fittings. The system is designed to accommodate the flow velocities, flow
rates and the pressure requirements associated with the Ag-Rain 27A traveler. Air vents
and thrust blocks are to be installed as indicated on the drawings. Air vents will consist
of using a 4"x 4"x 2"Schedule 80 tee and 2"Schedule 80 pipe, Schedule 80 fittings
(elbow and MIP adapter)with an AV 150. The thrust block areas have been calculated
and are listed on sheet 4 in the plan. The design of this system requires the use of a .927"
ring nozzle in the gun. Each pull has a specific arc setting and travel speed which must
be used to achieve the desired application. This information is given in detail on sheet 2
of this design. A detail of the hydrant design is also included and specifies the type and
size of fittings. All pipe shall be installed with a minimum of 30"of cover and shall be
backfilled in no less than three passes, leaving enough soil material above original grade
to allow for settling. The suction assembly for the power unit and pump to be used should
be a minimum of 6"x 30' alluminum. A pressure gauge should be installed on the
discharge side of the pump where it can be seen during startup of the system.
SYSTEM START UP AND OPERATION
When setting up the reel,make sure it is level and the stabilizer legs are down and
secured. Engage the brake, then disengage the transmission. Pull out the hose at a speed
not to exceed 3mph. Engage transmission before disengaging the brake. Prime the pump
and start engine at idle. Operate engine in a manner not to exceed 50 psi until a solid
stream of water is exiting the gun, air is out of the line and pressure is slowly building on
the gauge. Increase rpm's slowly until desired pressure is achieved. Set all"Murphy"
safety switches to insure immediate shutdown of system if a problem occurs. Also, set
the timer to shut off pump at the time a run will be completed--but,make it a practice to
idle the system down instead of relying on the safety timer. Check all safety switches on
the reel after each start-up to insure proper operation. Read and review the
manufacturers operator manuals for additional details on start-up procedures. Grower
should walk the entire pipeline periodically to check for leaks or potential problems.
WINTERIZATION
Disconnect both ends of all flexible hoses at the pump and the traveler. Remove drain
plug from gun cart and pull out hose at least half way to purge enough water to protect
from freezing. Wind hose back onto reel and replace drain plug.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100 .
Nozzle Size: 0.927 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 164 gpm
Wetted Diameter: 275 feet
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 192.5 *PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing(feet): 200 feet
Actual Spacing (%): 73 %
Application Rate
Application Rate=(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.33 in/hr
300 degree arc= 0.39 in/hr
220 degree arc= 0.54 in/hr
180 degree arc= 0.66 in/hr
Traveller Speed
Travel speed= 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.4 inches
300 degree arc= 3.29 ft/min
220 degree arc= 3.95 ft/min
180 degree arc= 6.58 ft/min
Mainline Velocity
Velocity=.408 x Flowrate/pipe diameter squared feet/sec.**
"For buried pipelines,velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 4.18 ft/sec.
Page 1

Sheet?
Maximum Mainline 'ass
Most distant hydrant: 8
Total distance: 3000 feet
Friction Loss Is figured using Hazen/William's Equation
Friction Loss= 1.44' Feet/1 06 f_et
Max. Mainline Loss= 43.2 feet or 18.7 psi
Total Dynamic Head
Sprinklar Pressure: 60 psi
Loss through trevel'�N: 50 psi
Elevation head: 2 F,si
Mainline loss: 18.7 psi
Suction head and lift: 2.5 psi
5%fitting loss: 6.7 psi
TOTAL.(TDH)= 139.9 psi or 323.1 feet
Horsepower Required
Horsepower=Flowr ate x TDI-I(feet)/3960/Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 45 %
Horsepower Req'd: 29.7 Hp
Thrust Blocking
Thrust Block Area=Thrust I Soil Bearing Strength
Thrust: 3630 feet.
Soil Bearing Strength: 1500 feet
End Cap: 2.4 ft2
90 degree elbow: 3.4 ft2
Tee: 1.7 ft2
45 degree elbow: 1.8 ft2
Pipe Pressure Rating Chec
Pressure Rati.N of Pipe.to ba Used: '200 psi
Max. Pressure on sys3vn when running' i 39.9 psi
70%of Pressure R-3ting: 140 psi
If Max. Pressure on systsrn is less than 70%of Pressure Rating, OK
Page 2

Sheet?
Net Positive Suction Head Check
NPSHA: 32.34'-5.6'-.1'- 1.17'=25.47'
i
s
NPSHR: <8' *from pump curve
If NPSHA>NPSHR OK
Page 3

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- - start-up & operation - -
27A PERFORMANCE GUIDE
27A X 820'WATER-REEL PERFORMANCE INCHES DEPTH OF APPLICATION
NELSON SPRINKLER SYSTM *IRRIGATED TRAVEL SPEED-FEET PER HOUR
SR100 PERFORMANCE INLET AREA
3 NOZ: PSI. GPM DIA PSI WIDTH X LNGTH 40 50 75 100 125 150 225
.812" 50 100 230 76 161 X 901 1.3 1.0 0.7 0.5 0.4 0.3 0.2
Ring 60 110 245 89 172 X 906 1.4 1.1 0.7 0.5 0.4 0.4 0.2
or.7" 70 118 260 102 182 X 911 1.4 1.1 0.7 0.5 0.4 0.4 0.2
Taper 80 127 Z75 115 193 X 916 1.4 1.1 0.7 1 0.5 0.4 0.4 0.2
.857" 50 115 240 81 158 X 904 1.4 1.2 0.3 0.6 0.5 0.4 0.3
Ring 50 125 260 94 182 X 911 1.4 1.2 0.8 0.6 0.5 0.4 0.3
or.75" 70 135 275 108 193 X 916 1.5 1.2 0.3 0.5 0.5 0.4 0.3
Taper 80 145 285 122 200 X 920 1.5 1.2 0.8 0.6 0.5 0.4 0.3
.895" 50 129 250 85 175 X 908 1.6 1.2 0.8 0.6 0.5 0.4 0.3
Ring 60 141 270 100 189 X 915 1.6 1.3 0.8 0.6 0.5 0.4 0.3
or.B" 70 152 290 114 203 X 922 1.6 1.3 0.8 0.6 0.5 0.4 0.3
Taper 80 163 1 300 129 210 X 925 1.5 1.3 0.9 O.7 0.5 0.4 0.3
.S27" 50 150 255 94 179 X 909 1.8 1.4 0.9 0.7 0.6 0.5 0.3
Ring 60 164 275 110 193 X 915 1.8 1.4 1.0 0.7 0.6 0.5 0.3
or.85" 70 177 295 125 207 X 923 1.8 1.4 1.0 0.7 0.6 0.5 0.3
Taper 80 189 305 142 214 X 927 1.9 1.5 1 1.0 0.7 0.6 0.5 0.3
.955" 50 167 260 101 182 X 911 1.9 1.5 1.0 0.8 0.6 0.5 0.3
Ring 60 183 280 119 196 X 918 2.0 1.6 1.0 0.8 0.5 0.5 0.3
or.85" 70 198 300 136 210 X 925 2.0 1.6 1.1 0.8 0.5 0.5 0.4
Taper 80 211 315 1 153 221 X 930 2.0 1.6 1.1 0.8 0.6 0.5 0.4
1.0" 50 204 300 119 210 X 925 2.0 1.5 1.1 0.8 0.7 0.5 0.4
Taper 60 224 316 141 221 X 931 2.1 1.7 1.1 0.9 0.7 0.6 0.4
Bore
HOURS FOR 820 FEET OF TRAVEL' 20.5 Fl
6.4 10.9 ( 8.2 6.6 �5.5 13.5
System inlet pressura shown above Is for Turbine Drives.Engine Drives will be ap;rox 10 PSI lower.
Aria csrwsd nay nr7*esdiai as win-d cosdttea,hail dtaa=kns wd ass of arrspaelflsl spriaklerz.
The zTerne area csv.rad par rue is 4 acts:.
The'Syztem Inlet Prezzuro'is the pressure rrqulred at the traveler Inlet.It Includes allowances for the traveler plumbing and
drive.PS tube and sprinkler pressure.Turbine drives will require additional prasssrs at higher speeds.It does not Include any
prezzura allowances for field elevation or mainline pressure loss.
Use the small gearbox pulley at ground speeds above 75 foot per hour.
NOTE: Speciflc=llonz are subject to change without notice. s oecs-a
19

Engine Performance Curve 300 Series Engine
Model: 4039D
Rating: Gross Power 71 hp @ 2500 rpm
53 kW @ 2500 rpm
JOHN DEERE Application: Industrial - Continuous
...... ...... ..........d... ...,........,...l... .... ... .-.....:... ...:-..!
1.-.:.._.-.. L...-_ ... ...f... .... .....:�.-. .... - :::......::: ::::::::::i::: ::::::
... 200
-.......... ....... ..... f.....i... o
...;-...- I 44) 1
......._-•t-------------------- Torque, (2� �
176
lb-
I (239 Nm) ( 0 `o
' i II i Yc -- .-... - ..:........:....-..!....._-........-i.... ..'.._� ; ..- ..... . .... i
_ -
(2 7)
149 Ibft... . _. .... .. ... . .............80 (202 Nm)(60) ... . ....... .......:..... ...:I-.. . H
i
60 :...,.-_i... ...,- Continuous Power...; -
i 71 h .:
3 (45) ...;.._....-..-.. .. I_.i-. ...;-... i i ;...!...i.. ...;........'.._r(53kNn`...
0
t
Y 40 ...:....:...:.......:...:...: I.... :-..; :......i.. -
�. '
.....-j ....l..s... 40
0.
....._....................�...._..-. ... ..i..--r-_i....._i_..l...i..-`--i._f...i...i... 42) L
k....... :::
-: ...... k...:...: : r
:...:...:.......:.._:..
. � FuelConsumption--"`-
.._.......(....._... ......... .. ... -.. ....... ... ... ..... ...._.....-...... _�..... (218).. I
1000 1200 1400 1600 1800 2000 2200 2400
Engine Speed - rpm
Air Intake Restriction -- 12 in.H20 (3 kPa) Exhaust Back Pressure--30 in.HzO (7.5 kPa)
Gross power guaranteed within+or-5%at SAE J1995 and ISO 3046 Certified by: Curve 40391371IC
conditions: 77 OF(25°C)air inlet temperature Source Factories:
29.31 in.Hg(99 kPa) barometer Dubuque,Saran
104 OF(40°C)fuel inlet temperature �y„�,c,�•y Date:Dubuque.
0.853 fuel specific gravity® 60 OF(15.5-C) Sheet 1 of 2
09-93
Conversion factors: Power: kW=hp x 0.746 7 J�9 3
Fuel: 1 gal=7.1 Ib, 1 L=0.85 kg •Revised data-
Torque: Nm=lb-It x 1.356
All values are from currently available data and are subject to change without notice.

Engine Specification Data
General*Data Cooling System
Model .40390
Number of Cylinders.................••••••• 4 Engine Heat Rejection--BTU/min(kW)............................1750(31)
Bore and Strcke--in.(mm) ..........................4.19 x 4.33(106 x 110) Coolant Flow--gal/min(Umin) ........................................38.5(145)
Displacement--in'(L) .............................239(3.9) Thermostat Start to Open—OF(°C) ....................................180(82)
Compresscon Ratio .......................... .17.8:1 Thermostat Fully Open—OF(°C) ........................................202(94)
Valves per Cylinder--Intake/Exhaust ........................................111 Maximum Water Pump Inlet Restriction--in.Hg(kPa)............3(10)
Firing Order............................................ 3-4-2 Engine Coolant Capacity--qt(L)...........................................8(7.5)
Combustion System................................................Direct Injection Recommended Pressure Cap—psi(kPa) ..............................7(48)
Engine Type..................:............................. .In-line 4-Cycle Maximum Top Tank Temp--OF(°C)...................................210(99)
Aspiration ............................................ .Natural Minimum Coolant Fill Rate--gal/min(Umin)..........................3(11)
Engine Crankcase Vent System ............................................ Recommended Air to Boil—OF(°C)Open •••••••-••••••••••••••••••••••••••••117(47)
Maximum Crankcase Pressure—in.H2O(kPa)......................2(0.5) AI_ystem
Physical Data
Maximum Allowable Temp Rise--Ambient Air to
Length--in.(mm)..............................................................33.2(844) Engine Inlet—OF(°C).........................................................15(8)
Width—in.(mm)................................................................20.4(519) Maximum Air Intake Restriction
Height--in.(mm) ..............................................................32.2(818) Dirty Air Cleaner—in.H2O(kPa)....................................25(6.25) .
Weight,dry--lb(kg) .......................................................815(370)- Clean Air Cleaner—in.H2O(kPa).......................................12(3)
(Includes flywheel hsg.,flywheel&electrics) Engine Air Flow-40/min(m'/min)......................................148(4.2)
Center of Gravity Location Intake Manifold Pressure—in.Hg(kPa) ..............................Ambient
From Rear Face of Block (X-axis)—in.(mm)..............10.4(264) Recommended Intake Pipe Diameter—in.(mm)...............2.5(63.5)
Right of Crankshaft(Y-axis)—in.(mm)..........................0.5(-13)
Above Crankshaft(Z-axis)—in.(mm) 5.2(132) Electrical System
............................
Maximum Allowable Static Bending Moment at
Rear Face of Flywhl Hsg w/5 G Load--lb-ft(Nm)......600(814) Recommended Battery Capacity(CCA)
Thrust Bearing Load Limit(Forward) 12 Volt System--amp...........................................................640
Continuous—lb(N)..................................................500(2224)- 24 Volt System--amp.............................---...........................570
Intermittent--lb(N) ..........• 900(4003) Maximum Allowable Starting Circuit Resistance
12 Volt System--Ohm .....................................................0.0012
Fuel System 24 Volt System—Ohm .......................................................0.002
Starter Rolling Current--12 Volt System
Fuel Injection Pump.......................................................Stanad ne At 32 OF(0'C)--amp...........................................................780
Governor Regulation.................................................... .7-10% At-22 OF(-30 2C)--amp......................................................1000
Governor Type..............................................................Mechanical Starter Rolling Current-24 Volt System
Fuel Cons um otion--lb/h r(kg/hr) ....................................26.6(12.1) At 32°F(0'C)--amp............................................................600
Fuel Spill Rate--lb/hr(kg/hr) ........................................190.4(85.9) At-22'F(-30 3C)—amp.........................................................700
Total Fuel Flow--lb/hr(kg/hr).............................................217(98)
Maximum Fuel Transfer Pump Suction'—ft(m)fuel............3(0.9)' Performance Data
Fuel Filter Micron Size @ 98%Efficiency....................................8
Rated Power—hp(kW).........................................................71 (53)
Lubrication System Rated Speed—rpm ..................................................................2500
Peak Torque--lb-ft(Nm) ..................................................176(239)
Oil Pressure at Rated Speed—psi(kPa).............................50(345) Peak Torque Speed—rpm.......................................................1400
Oil Pressure at Low Idle—psi(kPa)....................................15(105) Low Idle Speed--rpm ................................................................850
In Pan Oil Temperature—OF CC)......................................240(115) BMEP--psi(kPa) ...............................................................9 (6 9)
Oil Pan Capacity,High—qt(L) ..............................................9(8.5) Friction Power @ Rated Speed—hp(kW)............................28(21)
Oil Pan Capacity, Low—qt(L) • 8(7.6) Altitude Capability(w/o Defueling)—ft(m)....................5000(1525)
Total Engine Oil Capacity with Filters--qt(L) .....................10(9.5) Air:Fuel Ratio...........................................................................24:1
Engine Angularity Limits(Continuous) Smoke @ Rated Speed—Bosch No...........................................2.5
AnyDirection--degrees..........................................................20 Noise--dB(A) @ 1 m ................................................................98.2
_Exhaust System Engine Power Torque BSFC
Speed f h4(kW) lb- Nm lb/hp-hr
Exhaust Fiow--fN/min(m3/min).......................................420(11.9) rom Wh
Exhaust Temperature—OF(°C) ......................................1040(560)
Maximum allowable Back Pressure—in.Hg(kPa)..............2.2(7.5) 2500 71 (53) 149(202) 0.375(228)
Recommended Exhaust Pipe Diameter—in.(mm)............2.5(63.5) 2400 71 (53) 156(211) 0.370(225)
2200 69(51) 165(224) 0.363(221)
2000 65(48) 171 (232) 0.358(218)
1800 59(44) 172(233) 0.357(217)
1600 53(40) 174(236) 0.355(216)
All values at rated speed and power with 1400 47(35) 176(239) 0.355(216)1200 40(30) 175(237) 0.360(219)
standard options unless otherwise noted. 1000 32(24) 169(229) 0.375(228)
Curve No.4039D71IC
Sheet 2 of 2 (09-93)
Revised data

BERKELEY PUMP' S CURVE 4117
DATE 3-1-98
TYPE "b" RATING CURVES PACE 2.02
ENGINE DRIVE Curve 4yP7pSEpaSa2.02
AmDated 4-1-85
e•+.: lau.rlq C.l, P.eiNo. Ii-IB63 u.cK Ha II-Itl
Imp.11.r; M.Ld.i C.I• P.".Ne• 4-5001 63 VAR I OUS ILP.Y. � �M
":h.Nd L-3038 13-1/2" FULL T.0.7.t.I.rl
r..h—t.r.1 <M.=Ir,un WORKING PRES5u RC 247 PSI ...I.r.l tl•�,mu,
1 A4=a
............
et_. _..._. ..._........:......
.......... _
ao ............................... .
............ .......................... ...........
.................................. 1
600 -........._........ ........... - 74 •EFF.1� ifiN4Y.. . ... ...... ...... ...... ..._.
......
....................... ......
W 500 pty 1. ..... .....Lk
_ .-..
x 7
—
o M `':...::..I'........ .
x* 2400-OPM ...... :.:... :....
... ...
�.... .I.....
....�. ems:... =••.....::.:.
a
H 200 ...,000!RAH...}.......... ...
I :7
�.,
.. ....-... .... 'yP- .. .....
100
:::: ...... .....,.....
.......... .............................:....
_.................. ..._..._.
..-... .1.. :,.,.....�.: ...
.............. ........... ..._..........,.
,.. ..... ..
3O0 400 500 600 700 Wo
900 to0o t100 1200
CAPACITY IN U.S.GALLONS PEA MINltTR
�-'lOgi3 R..w.n T_2554 Sua.nw..C- 0 a Dew 7 4 3-27-72 mom B 3 J Q B M

..i P.
n .
M t P Adw�ff
317 f"��n•n►a.ti ��cr
s1;� xslap Ysl.
P '
/!

FRICTION LOSS CHARTS
FOR DIAMOND PIPE
IPS DIMENSION
Q 4-Inch 5-Inch 6-Inch 8-Inch 10-Inch 12-Inch
Gallons
Per Min.
FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150 1.11
160 1.26
170 1.41
180 1.57
190 1.73
200 1.90
220 2.28 .81 .34 .09
240 2.67 .95 .40 .10
260 3.10 1.10 .46 .12
280 3.56 1.26 .54 .14
300 4.04 1.43 .61 .17
320 4.56 1.62 .69 .19 :
340 5.10 1.82 .77 .21
360 5.67 2.02 .86 .24
380 6.26 2.22 .95 .26
400 6.90 2.45 1.04 .28 .10
420 2.59 1.14 .31 .10
440 2.92 1.25 .34 .11
` 460 3.18 1.35 .37 .12
480 3.44 . 1.46 .41 .14
500 3.70 1.58 .43 .15 .060
550 1.89 .52 .18 .083
600 2.22 .61 .21 .096
650 2.58 .71 .24 .110
700 2.96 .81 .28 '.125
750 3.36 .93 .32 .141
800 3.78 1.04 .36 .158
850 4.24 1.17 .40 .175
900 Table based on Hazen-Williams 4.71 1.30 .44 .194
950 equation=Cw = 150 5.21 1.44 .49 .213
1000 5.73 1.58 .54 .233
1%To find friction head loss in
1050 PVC pipe having a standard 1.73 .59 .254
1100 dimension ratio olher than 21, 1.88 .65 .276
1150 the values in the table should 2.05 .70 .298
1200 be multiplied by the 2.21 .76 .322
1250 appropriate conversion factor $2.39 .82 .346
1300 2.57 .88 .371
1350 (F) shown below: 2.76 .95 .397
1400 2.95 1.01 .423
1450 SDR PR F 3.16 1.08 .451
1500 21 200 PSI 1.00 3.35 1.15 .508
1600 26 160 PSI .91 1.30 .568
1700 32.5 125 PSI .84 1.45 .632
1800 41 100 PSI .785 1.62 .698
1900 51 80 PSI .75 1.79 .767 J
' 2000 64 63 PSI .71 1.97 840
Loss below bold line indicates velocities in excess of 5 leel per second.

_ Diamond
Diamond ASTM D-2241 Gasket Specifications
IPS Pressure-Rated PVC Pipe
Approximate Coupler Dimensions
% 1 I
I
I
- I
I
I
I
A
I 1- Gasket configuration locks gasket in place and
prevents fishmoulhing.
Imo-C 2. Chevron seal for added pressure sealing ca-
pacity.
I
I 3. Compression seal - provides a seal under
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
IPS Pressure-Rated PVC Pipe
Rieber Gasketed Joint Dimensions
A - -
O.D. C
Size Gasket Race Socket Depth "` I ors =a•o.l
2 3.166 4.500 T
9
21/2 3.719 6.000 T_ I A \ _ 4ELL IA. .7 L o.P.
3 4.434 6.000 -
(� 4 5.603 5.000
6 8.252 6.250 6 D
8 10.420 6.500 Pipe A
10 12.762 7.500 Size Insert Socket Di:anctcr
12 14.952 7.500 3 4 112 3 118
3- 4 5 1/4 4 7/16
4 1f2 5 112 5 1(_'
6- 5 6 7 13/16
8" 5 6 7I8 10 I/8
.D-2241 Pipe Dimensions 4
10" 5 3/14 7 tr_ I'_ Ir
Minimum Wall Thickness 12- 6 8 114 14 I I/16
U.12a5 SOR.,.35 SOR-21 SOR26 SOR-325 SOR"
s•re 0.0 Seh co 315 PSI 200 PSI 160ps. .25 PSI IW PSI , (• l�"'-'i l�'.• •J ~ -
1/1'- .840 .109 .062 1't ::7Edi ,'i3dd' •T?T?':'.k dLL!R
,a'• 1.050 .113 060
1 1.315 133 .063 Short form
I v." 1.660 .140 .079 064 056 S lecification for Diamond
I":" 1.9oo 145 090 073 058 t
2 2,375 .154 113 091 073 _ PVC Irrigation Pipe
2 v," 2.875 203 137 110 088 =' A S T M-D 2 2 4 1 -S D R 41 ,32.5,26,o r 21 t
3 3.500 .216 167 135 108
4 4.500 .237 214 173 138 .110 Diamond PVC Irrigation Pipe shall be made of "
5.563 .258 265 214 171 •136 compounds conforming lu ASTM 01784 with a
6.625 2eo 316 255 204 .162 cell classification of 124548. Diamond PVC
8 8.625 .322 410 332 265 .210 Irrigation Pipe must nIcet all the dimensional.
10 "10.750 .355 511 413 331 .262 chemical, and physical Icyuirements as outlined
12.750 406 606 490 392 .311 _ in ASTM D2241, -Anncx. ANSI/ASAI: S376.I.
and SCS 430-DD, and wdl he supplied u1 20 fuut
. laying lengths.
imond's IPS Pressure-Rated PVC Pipe.coupier x _ r 1.,10
Rdets the requirements of ASTM D 3139. r dv 9199! : 919 r.

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NOUTFIVZSNI

FRICTION LOSS IN POLYETHYE
HOSE
` OLYETHELIHE IRRIGATION HOSE IYATERI
P.S.I. FRILiIOK LOSS PER 100 FEET P
82 75
63 50 40
135 125 120 !!0 93 2.1 2,1 1.60 1.30
0.0. nn z.s
I.O. INS. 4.5 {,I 4.0 -- - -
_ 0.4
1.1 3.1
lq6O
- - - - - - - - - 2.3 6.6
- - _ _ _ _ _ _ - - - - - ! { 4.0 11.2
2.16.0g,{" - - 1.2 2.9- - _ " _ _ - - 1.0 1.6 3.4 11.2 _ -
70 - - - _ _ _ 1.3 2.0 4.9 14.4 - -
80 1.6 2.5 6.1
90 - - - - _ _ 1.1 1.9 3.0 7.5 -
100 - ' - - - 1.3 2.3 3.6�, 8.4;
110 - - _ " _ _ 1.6 2.7 A.2-'
120 - - - - 0.7 1.8 3.1 4.9 - -
130 0.8 2.1 3.6 5,6 - -
I{0 - - _ _ 0.9 2.4 4.1
ISO - - - - - 1.0 2.7 4.6 7.2
160 - - " " _ 1.2 3.0 5.2 B.I
170 - - 0.4 1.3 3.4 5.7
-
140 - " " 8.4 -
180 ' 1.0 1.4 3.7 6.3
-
- - 0.9 1.1 1.6 4.1 7.0
200
0.9 1.2 1.7 4.5 7.6
2 -
100 - 1.0 1.3 1.9 4.9 8.3
2 - - _
230 - - 1.1 1.4 2.1 5.3 4.0 -
240 - - 1.2 1.5 2.2 5.7 9.8
250 0.9 1.3 1.6 2.4 2.b 62 - - - -
260 1.0 1.4 .
270 1.0 1.5 1.9 2.8 7.1 -
280 1.1 1.6 2.0 3,0 3.2 7.1
290 1.2 1.7
300 !.2 9.8 2.2 3.4 8.6 - -
310- 1.3 1.4 2,4 3.6 4.2 - _ -
320 1.4 2.0 2.5 3.8 9.7 - - - -
330 1.5 2.2 2.7 4.0 - - - -
340 1.6 2.3 2.8 4.2 - -
350 1.7 2.4 3.0. 4.5 - -
360 1.7 2.5 3.2 4.7 - - - -
370 1.8 2.7 3.3.3 49
380 1.9 2.8 .5.5
390 2.0 2.9 3.7
400 2.1 3.1 3.8 5.7
e 420 2.3 3.4 4.2 6.3 -
440 2.5 3.7 4.6 6.9 -
40 2.7 4.0 5.0 7.4
480 3.0 4.3 5.4 8.0 -
500 3.2 4.6 5.8

• ,, -10-
' ..* . ' ALUMINUM & PVC PIPE
FRICTION..LOSS. IN AL
• c FRICTIOX LOSS PER 100 FE"T
P.S.I. FRICTION LOSS PER 100 FEET PyC IRRI6ATIOX PIPE
_ . ._ . ALUXI}!{Rf IRRI6 7IOK PIPS'X! COilPLERS
2 3 4
IM I-D. 2 3
- - - = GALL 10 0.1 - -
GAL/ 10 0.1 MIX. 20 0.�4 0.1
0.5 0.1
- - - - - - - -
MIX. ZO- - - - - 30 0,8 0.1 - - - - - -
30 1.1 0.2 - - ' - " - 40 1.4 0.2 - - - - - - - -
• 40 1.9 0.3 00 - - � _ - - 50 2.1 0.3 0.1 - - - - - -
50 'Z.4 0.4 0.1 1
60 4.1 0.6 0.1 0.5 0 60 2.4 0.4 0..1
_ _ _ 70 3.4
70 5.4 0.8 0.2 0.1 80 5.0 0.7 0.2 0.1 - - - " U� Y
• E4 - - 1.0 0.2 0.1 - -
40 - - 0.9 0.2 0.1 -
90 - - 1.2 0.3 0.1 - - -
4.3 0.1 -
100 - - 1.5 0.4.- 0.1 110 -- - - " - 1.2 0.3 0.1 - - " -. �
110 - - 1.7 0.4. 0.1 0.1 _ 120 1.5 �0.4 0.1 - - - - G�r
170 - - 2.0 0.5 0.2 0.1 - - -
1.7 �0.4 0.1 0.1 -
130 - - 2.4 0.6 0.2 0.1 - - - _
140 - - 2.7 .0.1 0.2 0.1 - - 140 - - 1.4 0.5 0.2 O.t 150 2.2 0.5 0.2 0.1 _
150 - - 3.1" 0.8 0.3 0• 160 17a 2.s o.7 a.2 0.1- - 2.5 0.6 0.2 0.1 - -
160 - - 3.5 0.9 0.3 0.1 - - -
-
.170 3.9 t.a o.3 0.1 • • .
- - - - _ -
160 - - 3.1 0.8 0.3 0.1
• 180 - - .4.3 1.1 0.•4 0.1 - " 190 - - 3.4 •0.8 0.3 0.1 - -
190 - -• 4.8 1,2 •0.4 . 0.2 - _ Z04 - - 3.7 0.9 0.3 0:1 -
20 5.3 1.3 0.4 0.2 - _
210 - - - - 1.4 0:5 0.2 - - 210 = _ �.t 1.0 0.3 0.1 -
-• !.5 0.5 •0.2 0.1 20 �4.5 I.I 0.� •'0.2 -
220 - - - 2-4 - - 4.9 1.2 0. 0.2 - -
230 - - - - 1.7 0.6 0.2 0.1 _ _'
Z,40 - - - - 1.8 0.6 0.3 0.1 240 = = 5.3 1.3 0.�4 0.2 r
z50 - 1.4 0.5 0,2 -
2r0 - - - - 2.0 0.7 0.3 0.1 _ - - 1.5 0.5 0.2 0.1
260 - - - - 2.1 0.7 0.3 0.1 260 -
13 0.8-- '0.3 0.I 770 - - I.b 0.5 0.2 0'.1
270 280 1.7 0.6 0.2 0-'1
280 - - - :. 2.� 0.8 0. t _ -
0.4 4.4 0.1 M - - 1 S. O.b 0.3 0.1
240. 2:b _ 2.0 0:7 0.3 0.1
300 - - - = 2.7 0.9 0.�4 0.1 300 - - -
• 3I0 - - 2.1 0.7 0.3 0.1
310' - - ,1 . 1.0 0.�4 0.1 - 2.2 0.7 0,3 0.1
320 - - - - 3.1 1.0 0.4 0.1 330 " _
330 - - 2,-3. 0.8 0.3 0.1
MO - - - - 3.3 1.1 0.5 0.1• _ • _ _ 2.5 0.8 0.3 0.1 ,
3,4,0 - - 3.5 1.2 0.5 0.1 �0 -
' 350 _ - - - � 1.2 0.5 0.1 350 - 2.6. 0.9 0.4 0.1
lb
3bo - " 0.9 0. 0.1
3b0 - - - - 3.8 1.3 0.5 0.1 - "
3-70 - - - - 4.0-- 1.4 0.6 0.1 3.0 1.0 0.4 0.1
380 - - �4.2 1.4 0.6 0.1 390 -
34d - - 3.2 1.1 0-4 0-1
390 4.5 1.5 0.6 0.2 _ 3.3 1.1 0.5 0.1
400 - - - - �4.7 1.6 • 0.6 0.2 4�420 20 - - _
- - 3.6 1.1 0.5 0.1
d 20 - - - - 5.1 1.7' 0.7 0.2 _ _ - 4.0 1.3 0.6 0.1
444 - - - - . - - 1.9 0.8 0.2 -460 - -
' - 2.0 0.8 0.2 �b0 - - •4.3 1.5 0.6 0.1
�460 - 6 0.6 0.2
�•BO 4.1 !.
460 _ _ _ _ - - 2.2 0.9 0.2 _ _ - 5.0 1.7 0.7 0.2
500 2.4 1.0 0.2 5001 -

be fabricated in almost any configuration. Some epoxy coated fittings
t include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
`6 transition or repair coupling. In-line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe . t4ost thrust blocks
will be concrete., Manufacturers recommended thrust blocks at any
change in direction greater than 100. Figure 1 "gives an example of
different arrangements for thrust blocks.
a
r
e I
�i
Figure 1 . Example of different arrangements for thrust blocks. y
_S_

-1: :..
:�•:,:' ;
Figure 2. Anchorage tilocks for in-line valves.
Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and wyes, multiply the figure in
Table 1 by the factors given -in- Table 2.
Table 1. Thrust W at End Plugs -
Thrust in lbs. for test ressure in psi
Pipe Oi.ameter 100 PSI 150 PSI 206 PSI 250 PSI
inches -
1z 295 440 590 740
2 455 680 910 114Q
2!j 660 990 1320 1650
3 985 1480 1970 2460
4 1820 2720 3630 4540
6 3740 5600 - 7460 9350
8 64*90 9740 .13,0(10 16,200
10 10,650 16,000 `21,300 26,600
12 15,150 22,700 30,200 37 ,800
14 20,600 30,800 41, 100 51,400
r► 16. 26,600 39,800 53, 100 66,400
-6-

IWJWW
. Table 2. . Factors .for Calculating Thrust 14 for
Elbows and Tees.
Elbows: 900 1.41a— Tees = 0.70 L
600 1.00
45Q = 0.76
30° 0.52
22 :-5� .= ` 0.39
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load
Soil I lb/,ft2
Mulch, peat and similar 0
Soft Clay 1000
Sand 2000
Sand and gravel 3000
Sand and gravel cemented 4000
with clay
Hard shale 10,000
Thrust block area (ft2) - W - Thrust (Table 1 & Table 2)
.:F of Dearing strengt a e 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being, used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types , moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches , backhoes , or vibrating plows
will be used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diametet of pipe. Under most conditions the chain. trencher or wheel
trencher will be faster than the backhoe . Where wide trenches
ssfor large
pipe are required, the backhoe will be most satisfactory.
If oil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trenchfilled. To
withinvoid limitsarp turns in of curvaturethe of thee at obstructions,
pipe.
-7-

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NAME: Richa. . Lanier PAGE 2
ADDRESS: Beulaville, NC
TYPE AND SIZE 3-1224
F OPERATION Topping
CLASS
DESIGNED BY B. W. Houston c.K �_O1�
DATE 4/12/91 (5/30/91)
APPROVED BY
DATE � J G�
PERMANENT STORAGE
3672 Hogs x 135 ibs per hog 1 Cu Ft per lb. 495720 Cu Ft�
TEMPORARY STORAGE
495720 Ibs of animal x 1 .35 cu. ft. of waste per day 120460 Cu Ft�
per 1000 lbs of animal wt. x 180 days
RAINFALL LESS EVAPORATION
7" X 120810 sq. ft. surface area per 12"per ft 70473 Cu Ft
RAINFALL - 25 YR. 1 DAY STORK!
7.5" X 120810 sq. ft. of surface area per 12" per ft. 75506 Cu Ft�
TOTAL STORAGE NEEDED 762159 Cu Ft
28228 Cu Yds
TOTAL STORAGE AVAILABLE 762480 Cu Ft
28240 Cu Yds
AMOUNT OF FILL DIKE 338000 Cu Ft
PAD 158100 Cu Ft
TOTAL 496100 Cu Ft
SETTLEMENT 10% 49610 Cu Ft
TOTAL AMOUNT OF FILL 545710 Cu Ft
20211 Cu Yds
CUT TO FILL RATIO TOTAL EXCAVATION 772860 Cu Ft
1 .4: 1 28624 Cu Yds

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. ' .
Richard Lanier PAGE 5
_ \ '
' SEEDING SPECIFICATIONS
AREA TO BE SEEDED 4 AC.
f t�PPLY THE FOLLOWING
4000 LBS. 8-8-8 FERTILIZER
8 [ONS DOL8MlTIC LIMESTONE
400 1-::AL-ES SMALL GRAIN STRAW
USE THE SEED MIXTURE
INDICATED
200 LBS FESC�E 8RASS
If 1430010 �m~^� ^
LBS
bme ��� � �ATS
�� � w�my "^ ^
�6w1�0vmmpy s�^� �a��� GR�C�
6over . �
^ ^° ~��w^ ~-~��
LOVE GRASS
-COf M C-0mmfn"fd
i ��, L�S. H/-�LL'�D DERMUDA 8RASS
,�
�wm�,� oww ��1r
�' /-��� !'�D DEF��|��DA GRASS
0eS cv ���n�^w�,
DlYE�T IL'_ W«T�� TO A STA3LE OUTLET
NEAREST RESIDENCE IS 1300
T.B.M. 50.00 ELEVATION
DESC�IPT�OM Nai } in 18" pop | ar a�prox . 250 ft . West
of sta. B 0+00. '
VERY IMPORTANT - PLEAGE READ CAREFULLY
------------�-----_---_---------------
THE LAG�ON AN� TH[ AREA AROUND THE HOG HOUSES M"T DE SEEDED WITH
EITH[R A TEM PO RARY OR PERMANE��T GRAS�, D[�EN�{�G DN T>�E TIME OF THE
YE*�, w 'T| Y /30) DAYZ FROM THE TIME T|�E DUILDINGS ARE COM-
PLETED AKD READY FOR USE. (WE RECOMMEID THAT THE LAGOON AREA, SIDE
D]Al�x a�� ElT, . �S �ELL AS TyE S!DE SLO��S OF THE PAD BE .
GEEDED Wl�H�m FJFTE[rJ ( 15) DAYS AFT[ T,<E SOIL WILL
]�Y 3UT AS �u:K lF SEEDED WlTHIN THIS TlME FRAM� WHICH WILL
RESULT IN A MUC� BETTER STAND 8F GRA��. ) S��PE ARE/\ TO DE SEEDED.
TNCO��DRATE LI�E ��D �En�ILIZER AND PREPARE � 3" SEEDBED. SECURE
MULCH AND FlRM SEEDBED WITH A DlSK, CL!LTIPACKER, 0R SJMILAR E�UIP.

�ItlIE'„ Rich a r �J L are i e r• k
PAGE 6
DEPTH G AREA .OF TOP + AREA OF 13OTTOlyl + 4. .`•: AREA OF IYl I DEEC:T 101\1I
VOLUME --------- ------------------------------------------------------
6.0 27
DEPTH I L X W + L X 1.4 + 4 ;; L X ICI I
VOLUME - ---------- _._____._-.-------------.____--_-_....____..-_«._-
r 27
10.0 I_ 4 013 f'1 168 + 3 4 t...t X 1 0 t„;t + w'l' X '3 l eWt 1► 1383
-----_-___ _..______________ -----------------------------------
VOLUME
6.0 7
VOLUME _
6.0 !
•41 fJ
VCILUME •- --__-_---
,.S.I:D.E SLOPES ;; :I.
JAI A l"11_A
DEPTH C AI:,tiIr-A I:[!:- T OI:�' + AREA OF BC TTOM l.. 4. >1. Af ZI A Of-: r;l 1 DSECT I ON]
VOLUME. - ---------
t:.7
DEPTH I L ;; W, + L X ICI + 4 L .`: V41 I
VOLUME
rat �M7
l o..{_r C i_5+«t J•*. 1•31•«t -i .I.:`t»t /t 73 -F 4. /'s 22 8 1 t .0 3
r,„0 27
=_
78'40..0 C:U. 1:T a
VOLUME: — _—_—_____.
•r 0
0t.0 cu„ ft . needed
SIDE SLOPES 1

Animal waste lagoons are designed with permanent storage
(waste treatment volume) and temporary storage.
The designed 6 month temporary storage is an estimated
volume based on: 1) waste .from animals; 2) excess rainfall
after evaporation; and 3) the largest 24 hour (one day)
rainfall that occurs on the average of once every 25 'years.
The volume of waste generated from a given number of animals
will be fairly constant throughout the year and from year to
year. The excess rainfall will vary greatly during the year
and from year to year. This estimate is based on 7 inches
of excess rainfall which is equal to or exceeds the highest
6 months excess in a year. The average annual excess
rainfall is approximately 3 inches. Therefore, an average
of S inches of excess rainfall will need to be pumped each
year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must
always be available. A maximum elevation is determined in
each design to begin pumping and this is usually the outlet
invert of pipe from building(s) . If the outlet pipe is not
installed on the elevation to begin pumping, a permanent
marker must be installed on this elevation to indicate when
pumping should begin. After initial filling of lagoon, a
minimum 6 feet depth must be maintained for anerobic
treatment of waste. An elevation must be estabIished - to
stop pumping to maintain the minimum treatment depth.
Pumping can be started or stopped anytime between these two
elevations for operating convenience so long as site
conditions permit (conditions are weather, soil , crop, and
equipment to apply waste to prevent runoff or leaching) .
For' this lagoon the maximum elevation to begin pumping is
44•S feet and the minimum. elevation to pump to is 46, feet.
.The design temporary storage, less 25 year storm, is 1901,M
cubic feet or/ lalk gallons. As stated before, this volume
will vary considerably from-year to year.
This lagoon is -designed to flush buildings with recycled .
lagoon liquid, and fresh water should not be used for
flushing after initial f i 1 1 ing.

('3/ - 131H
Operator: Richard Lanier County: Duplin Date: 01/03/2006
Distance to nearest residence (other than owner): 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0
0 sows (farrow to feeder) x 522 lbs. = 0
3672 head (finishing only) x 135 lbs. = 495720
0 sows (farrow to wean) x 433 lbs. = 0
0 head (wean to feeder) x 30 lbs. = 0
Describe other: 0
Total Average Live Weight= 495720
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 495720 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW= 1 CF/lb. ALW
Volume= 495720 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume= 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--_- --- -------_ 340.0
Inside top width (feet) 298.8
Top of dike elevation (feet) 51.5
Bottom of lagoon elevation (feet)----------- 39.5
Freeboard (feet)------ 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 334.0 292.8 11.0
AREA OF TOP
LENGTH *WIDTH =
334.0 292.8 97795 (AREA OF TOP)
AREA OF BOTTOM
LENGTH *WIDTH =
268.0 226.8 60782 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH *WIDTH *4
301.0 259.8 312799 (AREA OF MIDSECTION *4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) +AREA BOTTOM] * DEPTH/6
97795 312799 60782
Total Designed Volume Available = 864191

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length *Width) + Surface area of connecting waste facility
340.0 298.8 0.0
101592.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 101592.0 square feet
Design temporary storage period to be riod to b e 180 days.
5A. Volume of waste produced
Feces& urine production in gal./day per 135 lb. ALW 1.37
Volume= 495720 lbs. ALW/135 lbs. ALW* 1.37 gal/day 180
Volume= 905515 gals. or 121058.2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume= 0.0 gallons/day* 180 days storage/7.48 gallons
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0.0 inches
180 days rainfall = 7.0 inches
Volume= 7.0 in * DA/ 12 in. per ft. = 59262 cubic feet run
Volume= 0.0 in * lagoon DA/12 in./ft= 0 cubic feet evc,
Volume= 59262 cubic feet

V. 0 31
5D. Volume of 25 year-24 hour storm
Volume= 7.5 inches/ 12 inches per foot* DA
Volume= 63495 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121058 cubic feet
5B. 0 cubic feet
5C. 59262 cubic feet
5D. 63495 cubic feet
5E. 0 cubic feet
TOTAL 243815 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall during wettest period of storage===> 7.0 inches
Evaporation during storage period=====______> 0.0 inches
25 year-24 hour rainfall__________________> 7.5 inches
Freeboard___________________________________> 1.0 feet
Side slopes_________________________________> 3.0 : 1
Inside top length___________________________> 340.0 feet
Inside top width____________________________> 298.8 feet
Top of dike elevation_______________________> 51.5 feet
Bottom of lagoon elevation__________________> 39.5 feet
Total required volume_______________________> 739535 cu. ft.
Actual design volume________________________> 864191 cu. ft.
Seasonal high watertable elevation (SHWT)===> 0.0 feet
Stop pumping elev.__________________________> 46.5 feet
Must be> or=to the SHWT elev.====______> 0.0 feet
Must be> or=to min. req. treatment el.=> 45.5 feet
Required minimum treatment volume=====______> 495720 cu. ft.
Volume at stop pumping elevation=====_______> 502328 cu. ft.
Start pumping elev._________________________> 49.5 feet
Must be at bottom of freeboard &25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 800696 cu. ft.
Volume at start pumping elevation=====______> 768264 cu. ft.
Required volume to be pumped________________> 180320 cu. ft.
Actual volume planned to be pumped=====_____> 265936 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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EMERGENCY ACTION PLAN
PHONE NI IMRFR S
DWQ 910 -395-- 3gOO
EMERGENCY MANAGEMENT SYSTEM
SWCD 910- a g 6, -aIaO
NRCS q10-a96 - Agal
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s)that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems,houses,solid separators-action include:
1 December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowi;
a. Dig a small sump or ditch away from the embankment to catch all seepage,put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury,fish kills,or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. 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 DWQ(Division of Water Quality)regional office;
Phone - - . After hours,emergency number. 919-733-3942. Your phone call
should include:your name, facility,telephone number,the details of the incident from item
2 above,the exact location of the facility,the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken,and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - , local SWCD office phone number - - ,and
local NRCS office for advice/technical assistance phone number - -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name: 'r%`'``'�� SeS �•
b. Contractors Address: l c S A Pink HI N 'N`'
c. Contractors Phone: L,'Z-5b6- L(`Fg'
6. Contact the technical specialist who certified the lagoon(MRCS,Consulting Engineer, etc.
a. Name: �,.• ;r��4- S� �C��,� l�. - �i e,,o t<,e"e-J4
b. Phone: L 52- "R - ;k-6 48
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage,repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
3 December 18, 1996

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

1
.r •
Lagoon surface---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
unddrtaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps---check for proper operation of:
1. recycling rumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of.vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

proper lagoon sizing,
mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
. minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agitator impeller
pump through large-bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and.metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag-line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil-test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

(rs, Possible Causes of Lagoon'Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam..Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels---high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Svstems
Flush Gutters 0 Accumulation of Solids Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
9" Remove bridging of accumulated solids at discharge
Lagoons and Pits • 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 6-8 inches
over more than 30%of surface.
Excessive Vegetative • Decaying vegetation O""'Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along waters edge on
impoundment's perimeter.
nry Qvctpmc
Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
[7 (
2 decayinga�vastage.
can up spillage on a routine basis(e.g.,7- 10 day
interval during summer; 15-30 day interval during
winter).
Feed Storage • Accumulation of feed residues 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
Opr and remove or breakup accumulated
solids in filter strips around feed storage as needed.
AMIC- November 11, 1996,Page 1

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes 0 Eliminate low areas that trap moisture along fences
and feed wastage 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 0 Accumulations of animal wastes 0 Remove spillage on a routine basis(e.g.,7-10 day
Systems interval during summer; 15-30 day interval during
winter)where manure is loaded for land application
0 96W29#adequate drainage around manure
stockpiles.
O Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University, Raleigh,NC
27695-7613
AMIC- November 11, 1996,Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production a—/Vegetative or wooded buffers;
(9Recommended best management practices;
IR///Good judgement and common sense
Animal body surfaces • Dirty manure-covered animals 2""Dry floors
Floor surfaces • Wet manure-covered floors Mr"Slotted floors;
2"'Waterers located over slotted floors;
O Feeders at high end of solid floors;
01"Scrape manure buildup from floors;
2"'Underfloor ventilation for drying
Manure collection pits • Urine; C3 Frequent manure removal by flush,pit recharge, or
Partial microbial decomposition scrape;
CT-Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ( Fan maintenance;
• Dust 0'*�Efficient air movement
Indoor surfaces • Dust 01"'Washdown between groups of animals;
O Feed additives;
O Feed covers;
O Feed delivery downspout extenders to feeder
co vers
Flush tanks • Agitation of recycled lagoon liquid O Flush tank covers;
while tanks are filling 13 Extend fil l to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid O Extend recharge lines to near bottom of pits with
while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank filling O Sump tank covers
and drawdown
AMOC-November 11, 1996,Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
Outside drain collection or 0 Agitation during wastewater O Box covers
junction boxes conveyance
End of drainpipes at lagoon • Agitation during wastewater ❑ Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emission; LSD Proper lagoon liquid capacity;
• Biological mixing; Or" Correct lagoon startup procedures;
• Agitation E/Minimum surface area-to-volume ratio;
C� Minimum agitation when pumping:
O Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler nozzles • High pressure agitation; a--l—irrieate on dry days with little or no wind:
• Wind drift &"-Minimum recommended onerating pressure:
Pump intake near lagoon liouid surface:
❑ Pump from second stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading:
surface • Mixing while filling; O Tank covers:
• Agitation when emptying O Basin surface mats of solids:
❑ Proven biological additives or oxidant
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid level;
• Mixing while filling;
❑ Remove settled solids reeularly
• Agitation when emptying
Manure,slurry or sludge • Agitation when spreading; /Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions M Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure,slurry • Volatile gas emissions while R"'� Soil injection of slurry/sludges;
or sludge on field surfaces drying rT"' Soil incorporation within 48 hrs.;
PK Spread in thin uniform lavers for rapid drying:
❑ Proven hioingical additives or oxidants
Dead animals • Carcass decomposition ❑ Proper disposition of carcasses
AMOC-November 11, 1996,Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animal disposal pits • Carcass decomposition rl Complete covering of carcasses in burial pits;
rl Proper location/construction of disposal pits
Incinerators • Incomplete combustion rl Secondary stack burners
Standing water around • Improper drainage; R�G rade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic matter
Mud tracked onto public • Poorly maintained access roads Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;.0200 RuleBMP 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 103-88 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
AMOC-November 11, 1996,Page 5