310134_Application_20240304

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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, 2024, 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, 2024.
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. Certificate Of Coverage Number: AWS310134
2. Facility Name: Richard Lanier Hog Farm
3. Permittee's Name (same as on the Waste Management Plan): Richard FLanier
4. Permittee'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):
8, Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): 00 Ao Cz 5
10. Operator Name (OIC): Richard F. Lanier Phone No.: 910-298-4237 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
Operation Types:
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
LAGOON #1
Lagoon
5/30/1991
Full, clay
762,159.00
115,434.00
19.00
Submit 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), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5.Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
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, solids separators, sludge drying system, waste transfers, etc.)
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.

v
=Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the PermitteetLandownerlSigning Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): kc 4 F l Q �21 e-f- Title: e06('-!'t1C__
Name (Print):
Signature:
Name (Print):
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

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 21-1.0217 adopted by the Environmental
Management Commission.

WASTE UTILIZATION PLAN
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
Page 2
TRACT PULLS SOIL TYPE & CLASS- CROP YIELD LBS residual — ' LBS
DETERMINING PHASE CODE AW N PER ACRES AW
6768 1a,2a
AuB
BH
6768 —1 a,2a
Au8
SG
6768 1 b,2b
AuB
BH
6768 —1 b,2b
AuB
SG
6768 1 b,2b
LnA
C
6768 —1 b,2b
LnA
WA
6768 1b,2b
LnA
DSB
6768
3 AuB
BH
6768 —3
AuB
SG
6769 4a,5a
NoB
BH
6769 —4a,5a
NoB
SG
PER AC AC USED
APPLIC.
TIME
5.5 275 14.6 4015
1 50 14.6 730 4 IV v
5.5 275 10.84 2981 `0
1 50 10.84 542
50 62.5 15 2.89 137.275
1 100 2.89 289
18 72 2.89 208.08
5.5 275 2.12 583
v
1 50 2.12 106 f
6.1 305 8.26 2519.3
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 wi(I require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.

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
G
6769 --1 No6 SG 1
50
17.14
857
Q
6769 4� 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
w 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:
CROP CODE CROP
BH
HYBRID BERMUDA GRASS -HAY
C
CORN
SG
SMALL GRAIN OVER SEED
SA
SUMMER ANNUALS
WA
WINTER ANNUALS
BC
HYBRID BERMUDA GRASS -CON GRAZED
BP
HYBRID BERMUDA GRASS -PASTURE
FC
TALL FESCUE -CON GRAZED
FH
TALL FESCUE -HAY
FP
TALL FESCUE -PASTURE
SB
SOY BEANS
DSB
DOUBLE CROP SOY BEANS
CO
COTTON
W
WHEAT
LBS N
APPLY
UNITS PER
UNIT
MONTH
TONS
50
APR-SEPT
BUSHELS
1.25
MAR-JUNE
AC
50
SEPT-MAR
AC
110
APR -MAY
AC
100
SEPT-APR
TONS
50
APR-SEPT
TONS
50
APR-SEPT
TONS
50
SEPT-APR
TONS
50
SEPT-APR
TONS
50
SEPT-APR
BUSHELS
4
JUN-SEPT
BUSHELS
4
JUN-SEPT
TONS
0.1
MAY-JUN
BUSHELS
2
OCT-MAR
"SEE NCSU MEMO'

WASTE UTILIZATION PLAN
Page 4
r, 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
facilttywill produce approximately /35 ✓5% L `1 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 —/L� 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
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 Irfe 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 fitter 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.
Page 6

WASTE UTILIZATION PLAN
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 fitter 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
,l�.�r/� SIGNATURE: .� 6�.cj DATE:
NAME OF MANAGER (if different from
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: RONNIE G. KENNEDY JR.
AFFILIATION: AGRIMENT SERVICES, INC.
PO Box 1096
Beulavil 1
i
SIGNATURE:
4w•

,r
REVISED ADDENDUM TO WASTE UTILIZATION PLAN. -
FACILITY NUMBER 31-134
FARM NAME: RICHARD LANIER FARM
OWNER NAME: RICIIARD LANIER
DESIGN CAPACITY. • 3672 FEEDER TO FINISH
THIS PLAN IS A REVISION OF THE 4/I5/96 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/I6/00
/ONNIE G. KE Y JR.
TECHNICAL SPECIALIST
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Sheet 6
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
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.
a.
Page 1

Sheet?
Most distant hydrant: 8
Total distance: 3000 feet
Friction Loss Is figured using HaaenMiilliain's Equation
Friction Loss= 1.44 Feet/100 f_et
Max. Mainline Loss = 43.2 feet or 18.7 psi
Total Dyriamic Head
Sprinkler Pressure: 60 psi
Loss through trc.vet:?r: 50 psi
Elevetion head: 2 psl
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 = Flowiate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 45 %
Horsepower Req'd: 29.7 Hp
Thrust Blocking
Thrust Block Area = Thrust / 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
Pips Pressure Rating Cheek T
Pressure Rating of Pipe to ba Used: ' 200 psi
Max. Pressure on sys!arn when running: i39.9 psi
70% of Prescure Rating: 140 psi
If Max. Pressure on systsm Is less than 70% of Pressure Rating, OK
Page 2

Sheet?
N
Im- MiMITM
NPSHA: 32.34'- 5.6' - .1' -1.17'= 25.47'
4
NPSHR: < 81 *from pump curve
IMMMMEMO-D.
Page 3

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7
saZS�LL JDNNMOLUJ (*JJLUd Wag 0IS

- - start-up & operation - -
27A PERFORMANCE GUIDE
27A X 820' WATER -REEL PERFORMANCE
INCHES DEPTH OF APPLICATION
NELSON
SPRINKLER
STSTM
'IRRIGATED
TRAVEL SPEED - FEET PER HOUR
SR100
PERFORMANCE
INLET
AREA
b NOZ:
PSI. GPM I DIA
PSI
WIDTH X LNGTH
40
50
75
100
125
1150
225
.812"
50
100
230
76
161 X 901
1.3
1.0
0.7
0.5
0.4
0.3
0.2
Ring
50
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
O.7
0.5
0.d
0.4
0.2
Taper
80
127
Z75
115
193 X 916
1.4
1.1
0.7
0.6
0.4
0.4
0.2
.857-
50
115
240
81
168 X 904
1.4
1.2
O.B
0.6
0.5
0.4
0.3
Ring
60
125
260
94
182 X 911
1.4
1.2
0.8
0.6
0.5
0.4
0.3
or .75"
70
135
Z75
108
193 X 916
1.5
1.2
0.3
0.6
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 9N
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 .8"
70
152
290
114
203 X 922
1.6
1.3
0.8
0.5
0.5
0.4
0.3
Taper
80
163
300
129
210 X 925
1.6
1.3
0.9
0.7
0.5
O.t
0.3
.927"
50
150
253
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
of .85"
70
17T
295
125
207 X 923
1.8
1.4
1.9
O.7
0.5
0.5
0.3
Taper
80
189
305
142
214 X 927
1.9
1.5
1.0
0.7
0.6
0.5
0.3
.965"
50
167
250
101
132 X 911
1.9
1.S
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
0.6
0.5
0.3
or .B5-
70
198
300
136
210 X 925
2.0
1.6
1.1
0.8
0.6
8.5
0.4
Taper
80
211
315
153
221 X 930
2.0
1.6
1.1
0.8
0.6
0.5
0.4
1.0"
50
204
3DO
119
210 X 925
2.0
1.6
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
15.4
10.9 (
8.2
6.6
5.5 13.6
System inlet pressure shown above is for Turbine Ortves. Engine Ddves will bs aprrux 10 PSI lower.
• Ara cavarsd nap Tarp *ndiry as wi" cosdMe", 0@W dtwaskns; and asa of onspaatftaf spdsklm.
Ths alr-ga area eavoc d par rua Is 4 erns.
The 'System Inlet Pressure' is tha pressure required at The traveler Inlet. It Includes allowancss for the travelar plumbing and
drive. PE tube and sprinkler pressure. Turbine drives will require additional prsssare at higher speeds. It does not Include any
pressure allowances for field elevstlon or mainflne pressure loss.
Use the small 9e3rbos pulley at ground speads above 75 fact par hour.
NOTE: Specific=tlons are subject to change without notice.
19
sa+-o4as-a

JOHN DEERE
Engine Performance Curve
Rating: Grass Power
Application: Industrial - Continuous
All vatues are from currently available data and are subject to change without notice.
300 Series Engine
Model: 4039❑
71 hp @ 2500 rpm
53 kW Q 2500 rpm

Engine Specification Data
General- Data
Model................................................................................... 40390
Number of Cylinders ........................... „ „4
............................
Bore and Stroke--in.(mm) ..........................4.19 x 4.33 106 x 110)
Displacement --in' (L)....................................... .........239 (3.9)
Compression Ratio...............................................................17.8:1
Valves per Cylinder--Intake/Exhaust .........................................1/1
FiringOrder.........................................................................1-3-4-2
Combustion System ................................................Direct Injection
Engine Type.............................................................In-line 4-Cycle
Aspiration............................................................................ Natural
Engine Crankcase Vent System ............................................Open
Maximum Crankcase Pressure—in.H2O (kPa) ......................2 (0.5)
Physical Data
Length—in.(mm)..............................................................33.2 (844)
Width—in.(mm)................................................................20.4 (519)
Height—in.(mm)........................................................
..32.2 (818)
Weight, dry —lb (kg).......................................................815
(370)
(Includes flywheel hsg., flywheel i£ electrics)
Center of Gravity Location
From Rear Face of Block (X-axis)—in.(mm)..............10.4
(264)
Right of Crankshaft (Y-axis)—in.(mm) ..........................0.5 (-13)
Above Crankshaft (Z-axis)—in.(mm) ............................5.2
(132)
Maximum Allowable Static Bending Moment at
Rear Face of Flywhl Hsg w/ 5 G Load--lb-ft (Nm) ......600
(814)
Thrust Bearing Load Limit (Forward)
Continuous --lb (N)..................................................500
Intermitter.;
(2224) .
--lb (N)..................................................900
(4003)
Fuel System
Fuel Injection Pump.......................................................Stanadyne
Governor Regulation........................................................... 7-10%
Governor Type.............................................................. Mechanical
Fuel Consumption--lb/hr (kg/hr)....................................26.6 (12.1)
Fuel Spill Rate--lb/hr (kg/hr)........................................190.4 (85.9)
Total Fuel Flow--Ib/hr (kg/hr) ........................................ .....217 (98)
Maximum Fuel Transfer Pump Suction'—ft (m) fuel ............ 3 (0.9)'
Fuel Filter Micron Size @ 98 % Efficiency ................... ......8
Lubrication System
Oil Pressure at Rated Speed—psi(kPa) .............................50 (345)
Oil Pressure at Low Idle —psi (kPa)....................................15 (105)
In Pan Oil Temperature —OF (OC)......................................240 (115)
Oil Pan Capacity, High—qt (L)..............................................9 (8.5)
Oil Pan Capacity, Low—qt (L)...............................................8 (7.6)
Total Engine Oil Capacity with Filters—qt (L) ......................10 (9,5)
Engine Angularity Limits (Continuous)
Any Direction—degrees..........................................................20
Exhaust System
Exhaust Fiow-40/min (m'/min).......................................420 (11.9)
Exhaust Temperature —OF (°C)......................................1040 (560)
Maximum Allowable Back Pressure—in.Hg (kPa)..............2.2 (7.5)
Recommended Exhaust Pipe Diameter—in.(mm) ............ 2.5(63.5)
All values at rated speed and power with
standard options unless otherwise noted.
Cooling System
Engine Heat Rejection—BTU/min(kW)............................1750 (31)
Coolant Flow—gal/min (Umin)........................................38.5 (145)
Thermostat Start to Open —OF ('C)....................................180 (82)
Thermostat Fully Open -OF (OC)........................................202 (94)
Maximum Water Pump Inlet Restriction—in.Hg (kPa)
............ 3(10)
Engine Coolant Capacity--qt (L)...........................................8
(7.5)
Recommended Pressure Cap —psi (kPa) ..............................7
(48)
Maximum Top Tank Temp—°F (°C)...................................210
(99)
Minimum Coolant Fill Rate--gal/min (Umin) ..........................3
(11)
Recommended Air to Boil -OF (OC)....................................117
(47)
Air System
Maximum Allowable Temp Rise —Ambient Air to
Engine Inlet --OF (OC).........................................................15
(8)
Maximum Air Intake Restriction
Dirty Air Cleaner—in.H2O (kPa)....................................25
(6.25)
Clean Air Cleaner—in.H2O (kPa).......................................12
(3)
Engine Air Flow--ft'/min (m3/min)......................................148
(4.2)
Intake Manifold Pressure—in.Hg (kPa) ..............................Ambient
Recommended Intake Pipe Diameter—in.(mm) ...............2.5
(63.5)
Electrical System
Recommended Battery Capacity (CCA)
12 Volt Sys;em--amp...........................................................640
24 Volt System--amp...........................................................570
Maximum Allowable Starting Circuit Resistance
12 Volt System--Ohm.....................................................0.0012
24 Volt System—Ohm.......................................................0.002
Starter Rolling Current--12 Volt System
At 32 OF (0 OC)--amp...........................................................780
At -22 OF (-30 2C)-amp......................................................1000
Starter Rolling Current-24 Volt System
At 32 OF (0 'C)--amp............................................................ 600
At -22 OF (-30 'C)—amp........................................................700
Performance Data
Rated Power —hp (kW).........................................................71
(53)
RatedSpeed—rpm..................................................................2500
Peak Torque--lb-ft (Nm)..................................................176 (239)
Peak Torque Speed—rpm.......................................................1400
Low Idle Speed--rpm................................................................850
BMEP--psi (kPa)................................................................94
(649)
Friction Power @ Rated Speed—hp(kW)............................28 (21)
Altitude Capability (w/o Defueling)—ft(m)....................5000 (1525)
Air:Fuel Ratio...........................................................................24:1
Smoke @ Rated Speed —Bosch No...........................................2.5
Noise—dB(A) C 1 m................................................................98.2
Engine Power Torque
BSFC
Speed ho (kW) lb- Nrn
Ib/hp-hr
tBm
AWh)
fo
2500 71 (53) 149 (202)
0.375 (228)
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)
0.35a (216)
1400 47 (35) 176 (239)
0.355 (216)
1200 40 (30) 175 (237)
0.360 (219)
1000 32 (24) 169 (229)
0.375 (228)
Curve No. 4039D71IC
Sheet 2 of 2 (09-93)
' Revised data

-0 of
m
m
� � n
Z � r-
m �
v
m C
m ro
m
cn
?
a
n c
N
m
C
m
V
a
rn
m
a
to
f
m ro
a
m
Cn
CD
GJ
N
A]
mw
vow

i
I
• (oaSit�lt{ Th � G �
se.%kdiJ� +tc
LvcJ'
-x- A 14,i F.'„ 3 a,,4 arm y r.

• i
Gallons
Per Min.
FRICTION LOSS CHARTS
FOR DIAMOND PIPE .
IPS DIMENSION
4-Inch 4 5-Inch 6-Inch 8-Inch 10-Mch
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
2.26 .81
.34
240
2,67 .95
.40
260
3.10 1.10
.46
260
3.56 1.26
.54
300
4.04 1.43
.61
320
4,56 1.62
.69
340
5.10 1.82
.77
360
5.67 2.02
.86
` 380
6.26 222
.95
400
6.90 2.45
1.04
420
2.69
1,14
440
2.92
1.25
460
t 480
3.18
. 1,35
3.44.
1.46
500
3.70
1.58
550
1.89
600
2,22
650
2.58
700
2.95
750
3.36
800
3.78
850
4.24
900
Table based on Hazen -Williams
4.71
950
equation•=-Cw = 150
5.21
1000
5,73
1% To find friction head loss in
1050
PVC pipe having a standard
1 100
dimension ratio other than 21,
1150
the values in the table should
1200
be multiplied by the
1250
appropriate conversion factor
1300
(P) shown below:
If
1350
1400
1450
1500
1600
1700
1800
1900
2000
2
3
3
12-Inch
.09
1.73
2.05
2.39
2.57
2.76
.10
.12
.14
.17
.19 "
.21
.24
.26
.28
.10
.31
. .10
.34
.11
.3.7
.12
_41
.14
.43
.15
.060
.52
.18
.083
.61
.21
.096
.71
_24
.110
.81
.28
'.125
.93
.32
.141
1.04
.36
.158
1,17
.40
.175
1.30
.44
.194
1.44
.49
.213
1.58
.54
.233
.59
.254
1.88
.65
.276
.70
.298
.21
.76
.322
.82
.346
.88
.371
.95
.397
.95
1.01
.423
16
1.08
.451
.35
1.15
.508
1.30
.568
1.45
.632
1.62
.698
1.79
.767
1.97
840
Loss below bold line indicates velocities in excess of 5 feet per second.

Diamond ASTM D-2241
iPS Pressure -Rated PVC Pipe
Approximate Coupler Dimensions
t
,/►
A
O.D.
C
Size
Gasket Race
Socket Depth
• 2
3.166
4.500
• 21A
3.719
6.000
3
4.434
6.000
4
5.603
5.000
6
8.252
6.250
g
10.420
6.500
10
12.762
7.500
12
14.952
7,500
.D-2241 Pipe Dimensions
Minimum Wall Thickness
D r7B5
SOR.135 SOR-21
SOR26
SOR-325
$DR+
sat
C,0
5cn +0
315 aSr 200 PSI
160 PSI
175 PSI
100951
840
.109
.062
r . "
1.050
.113
060
1
1.315
133
.063
1 Y."
1.660
.140
_079
064
056
1 V. "
1.900
145
090
073
058
2 "
2.375
.154
113
091
073
2':, '
2.875
203
137
110
088
3
3.500
.216
167
135
108
4
4.500
.237
214
173
138
.110
APPL "
5.563
.253
265
214
171
.136
"
6.625
.280
316
255
204
.162
8
8.625
.322
410
332
265
.210
10 " 10.750
.365
511
413
331
.262
" 12.750
406
606
490
392
.311
tmond's IPS Pressure -Rated PVC; Pipe.coupler
*.nets the requirements of ASTM D 3139.
Diamond
Gasket Specifications
1. Gasket configuration locks gasket in place and
prevents fishmouthing.
2. Chevron seal for added pressure sealing ca-
pacity.
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
13
Il O [4FR
T
7- I^ A eELL [.0. .7 O.O
Piro
A
G
D
Size
Insert
5ueka
Dis[n�tcr
3
4 11"
3 1 /9
3-
4
5 114
: 7116
4 112
5 11-1
S I C-'
6..
5
6
7 13116
8
5 1 C2
6 7/8
10 118
10"
5 314
7 1r_1
12 1r'
1 2•
6
8 114
14 11116
Short form
SI)cciriC:ltlotl for Diamond
PVC irrio3(ion Pit)c
ASTM'f-D224I-SDR41,32.5,26,or2!
Diamond PVC Irrigation Pipe shall be made of
compounds conforming to ASTM D1784 with a
ccli classification of 12454t3. Diamond PVC
Irrigation Pipe must Inca all the dinlcnsionul,
chemical, and physical Icyuircmcrtts as oudi0e(J
in ASTM D2241.-Anncx, ANSUASAI: S376.1.
and SCS 430-DU, and wIll Lc supplied In 20 1.[11n
laying lengths.

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FN LOSS IN POLYETHl'�E HOSE
-ICTXO.
4 FRICTIaX L055 PER !OQ FEE( P01_YETHELIHE IRRIGAT10H HOS5 (WER)
63 50 40
1la 40 52 75
135 125 120 2.5 2.1 4.b0 1.30
O.D. ?iti 3.7 3 2.7
4.5 4.1 4.0 ^ _ - -
0.9
- ^ 1.1 3.1
SAL/ 10 - ` - - _ _ _ - - - - - _ 2.3 6.6
91X. 20 -- �- -- 1.4 410 I1.2
30 - - ' - _ 2.1 M 16.9
40 - - 2.9 6.4 - -
60 -- -- _ - 4
-- 1.0 116 .1i.2 _-
70 - - r _ - - - - 1.3 2.0 .9
-
80 -- -- -- _ _ 1.6 2.5 6.1 - -
40 - - - ^ - - - - 1.] I.5 3.0 7.5
100 ' 1.3 2.3 3.6I'l 8.4; - -
110 - - . _ - - - 1.6 2.7 4.2' 40.5 N - -
120 ` ' - - 0.7 1.8 3.1 4.4-
130 ' - O.B 2.1 3.6 5.6 - -
140_-
150 ` - - - - 1.0 2.7 4.6 7.2-
160 1 ti 0 5.2
8.1-
170 - _ 0.4 1.3 3.4 5.7 B.4 - y
180 - " 3.7 6.3-
140
4. 1 � i. 0
200 - - 0.4 1.1 1.6
0.4 1.2 1.7 4,5 1.6 - -
210 _ _ !.3 1.4 4.4 8.3
220 1.0 4.0
230 - - 1•f 1.4 2.1 5.3
1.2 1.5 2.2 5.7-
250 0.4 1.3 1.6 2.4 6.2
260 1.0 1.4 1.7 2.6 6.6
270 1.0 1.5 1.4 2.8 7.1
280 1.1 1.6 2.0 3.0 7.6-
290 1.2 1.7 2.1 3.2 8.1-
300 1.7 .1.0 2.2 3.4 B.6 - - - -
1.3 1.9 2.4 3.6 4:2
314 2.5 3.B -
320 1.4 2.0 4.7. _ _ -
330 1.5 2.2 2.7-
340 1.6 2.3 2.B 4.2-
350 1.7 2.4 3,0• 4.5-
30 1.7 2.5 3.2 4.7-
370 1.8 2.7 3.3 4.9 -
380 1.9 2A 3.5 5.2-
340 2.0 2.4 3.7 5.5 - -
4d0 2.1 3.1 3.s 5.7 ----
420 2.3 3.4 4.2 6.3-
440 2.5 3.7 4.6 6.8-
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 _ - -
a '

-10-
FRICTION.. LOSS. IN ALUMINUM € PVC PIPE
P.S.I.
FRICTI09 L03S PER 100 FEET
_ ... _ . .
ALUXI*A IRRI6ROX PIPE: i11 C1RIPL ERS
INS. I.D.
2
3
4: ' 5'`
b
B
SAL/ 10
0.1--
HIM. 20
0.5
0.1-
30
1.1
4.2--
44
1.9
0.3
50
'19
0.4
0.1' --
-'
"-
60
4.1
0.6
0.1
70
5.4
0.2
0.2 0.1
64
--
1.0
0.2 0-.t
--
--
90
- -
1.2
0.3 0.1
100
- -
1.5
0.4.- 0.1
110
- -
1.7
0.4. 0.1
0.1•
-
120
- -
2.0
0.5 0.2
0.1
- -
130
- -
2.1
0.6 0.2
0.2
0.1
0.1
- -
- -
140
- -
2.7
.0.7
150
- -
3.1.
0.8 0.3
0.1
- -
160
- -
3.5
0.9 0.3
0.1
- -
-170
- -
3.9
1.0 0.3
0.1
- -
180
- -
4.3
•1.1 0.4
0.1
- -
0 190
- -
4.8
1,2 0.4 .
0.2
200
- -
5.3
1.3 0.4
0.2
-
210
- -
- -
1.4 0:5
0.2
- -
2.20
--
--
1.5 4.5
0.2.
0.1
Z30
- -
- -
1.7 0.6
0.2
0.1
240
- -
- -
1.8 0.6
0.3
0.1
250
_ _
_ _
Z,0 0.7
0.3
0.1
260
- -
- -
2.1 0.7
0.3
0.1
270.
- -
- -
;2.3 0.8
*0.3
0.1
2$0
- -
- :.
2.4 0.8
0.3
0.t
290.
- -
- -
2:6 . 0.9
0.4
0.1
2.7 0.9
0.4
0.1
Z 9 .1.0
0.4
0.1
320
--
--
3.1 '1.0
0.4
0.1
330
_ _
- -
3.3 1.1
0.5
0.1
W
- -
- -
3.5 1.2
0.5
0.1
350
_ -
- -
3.h 1.2
0.5
0.1
36.0
- -
- -
3.8 1.3
0.5
0.1
370
-- --
4.0-•1.4
0.6
0.1
: 360
- -
- -
4.2 I.4
0.6
0.1
.:.:..:..
370
- - -
-
4.5 1.5
0.6
0.2
400
- - -
-
4.7 1.6 •
0.6
0.2
420
- - -
-
5.1 1.7'
0.7
0.2
4.40
-- -
-.
-- 1.9
0.8
0'2
• 46o
- _ _
_
_ - 2.0
0.9
0.2
OEO
_ _ _
_
- 2.2
0.9
0.2
500 -
-. -
-
=
- 2.4
1.0
0.2
p,S.I.
FRICTIOX LOSS PER 100
FEF
PVC IRRI6ATIOR PIPE
2
3
4
5
-6
8
MJ 10
0.1-
--
--
--
-
-_
30
O'8
0.1-
40
1.4
0.2
- -
- -
- -
- -
50
2.1
0.3
0.1-
60
2.9
0.4
0.1-
70
3.9
0.5
0.1
- -
- -
- -
Bo
5.0
0.7
0.2
0.1
90
- -
0.9
0.2
0.1
IN
- -
1.0
0.3
0.1
Ilo
- -
1.2
0.3
0.1
120
- -
1.5
0.4
0.1
- -
- -
130
- -
1.7
0.4
0.1
0.1
' -
140
- -
1.9
0.S
0.2
0.1
- -
ISO
- -
2.2
0.5
0.2
0.1
- -
160
- -
2.5
0.6
0.2
1.1
- -
170
- -
2.8
0.7
0.2
0.1
- -
IDO
- -
3,1
0.8
0.3
0.1
- -
190
- -
3.4
-0.8
0.3
0.1
200
- -
3.7
0.9
0.3
0;1
- -
210
- -
4.1
1.0
0.3
0.1
- -
210
- -.
4.5
1.1
0.4
-0.2
4.9
1.2
0.4
0.2
- -
240
- -
5.3
1.3
0.4
0.2
- -
250
- -
- - ,
1.4
0.5
0.2
- -
260
_ _
- -
1.5
0.5
0.2
0.1
270
- -
- -
1.6
0.5
0.2
0.1
280
- -
- -
1.7
0.6
0.2
0:1 .
2"_
_
- -
88 :
A.6
0.3
0.1
3W
__
_-
2.0
0:7
0.3
0.1
310
- -
- -
2.1,
0.7
0.3
0.1
320
- -
- -
2.2
0.7
0.3
0.1
330
--
--
2:3•
0.8
0.3
0.1
ja
_ _
- -
2.5
0.8
0.3
0.1
no
__
--
2.6.
0.9
0.4
0.1
360
- -
- - rl:"r-
0.9
0.4
0.1
370
- -
- -
2.9
1.0
0.4
0.1
390
- -
- -
3.0
1.0
0.4
0.1
390
- -
- -
3.2
1.1
0.4
0.1
400
_ _
- -
3.3
1.1
0.5
0.1
420
- -
- -
3.6
1.2
0.5
0.1
4.40
_ _
_ -
4.0
1.3
0.6
0.1
40
- -
- -
4.3
1.5
0.6
0.1
480
_ _ -
-
4.7
1.6
0.6
0.2
W,
_ _ --
5.0
1.7
0.7
0.2

�i
be r"abricated in almost any configuration. Some epoxy coated fittings
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
transition or repair coupling. In -line valves can be supplied Sri th
connections to gasket pipe.
Thrust blocking is required for rec�endedsket pthrusttib1ocksost rattab�ocks
will be concrete., Manufacturer o
change in direction greater than 100. Figure 1-give5 an example of
different arrangements for thrust bloc's.
a
r:
V
Figure 1. Example of different arrangements for thrust blocks.
5

AP
Figure 2. Anchorage blocks 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 I by the factors given 3n Table 2.
Table 1. Thrust W at End Plugs
rricf- in 1 he fnr test ❑ressure in ps
Pipe Diameter
( i nches)
100 PSI
J
150 PSI
200 PSI
250 PSI
I1
295
440
590
740
2
455
680
910
11.4Q
2iz
660
990
132'0
1650
3
935
1480
1970
2460
a
1820
2720
3630
4540
6
3740
5600
7460
9350
8
6490-,
9740
.13,0CIO
16,200
10
10,650
16,000
'21,300
26,600
12
15,150
22,700
30,200
37,800
14
20,600
30,800
41,100
51,400
16
26,600
39,800
-53,100
66,400
D
-6-

jV
.. . ..... .• - - j
Table 2. . Factors .for Calculating Thrust 4�! for
Elbows and Tees.
El bows: 900
600
45:
300
22.5°
• 1.41�`
1.00
0.75
0.52
0.39
Tees = 0.70 Z—
Table 3 gives the safe bearing' load for different soil types.
Table 3. Safe Bearing Load
Soil
�,Iul ch, peat and similar
Soft Cl ay
Sa nd
Sand and gravel
Sand and 'gravel cemented
with clay
Hard shale
1 b/. ft2
0
1000
2000
3000
4000
10,000
t) W = Thrust (Table 1 & Table 2)
Thrust block area (fiof earing strengt ab I 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 trenchef,-backhoes, or vibrating plows
will be used for trench preparation. TJ�e vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. lender most conditions the chain trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required,
the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench zillexpldite piptalled
installation. However, if rain is forecast the pipe s
houand the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
V
-7-

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! Am WAKn IM 102L AM
NOTE. MAP 24CLUM ONLY STATE MAINTAINED ROA
OR IMPORTANT NON -SYSTEM ROADS.
SHOWN ON FRONTAGE ROAI
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Riclvd �1a�rn�er
�evlor�i� � NG
N -IgQJ

NAME: Richa. . Lanier
PAGE 2
ADDRESS: Beulaville, NC
TYPE AND SIZE 3-1224
F OPERATION Tapping
CLASS
DESIGNED BY B. W. Houston
US 3o_OIt
DATE 4/12/91 (5/30/91)
APPROVED BY N.��
C„�
DATE '71 Jf
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 Ibs of animal wt.
x 180 days
RAINFALL LESS EVAPORATION
J
7" X 120810 sq. ft. surface
area per 12"per ft
70473
Cu
Ft
RAINFALL - 25 YR. 1 DAY STORK!
7.51' X 120810 sq. ft. of surface
area per 12" per ft.
75506
Cu
Ft�
l
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

:JIX11:71. L
0 V*
iZ

NOM Ricnzcn Lasier
APPROXIMATE ANIUAL NITROGEN
(N) AND
PnOWHORUS
TONS 00 WSTE
STOREDu
MANY
EFFLAENT jO APPLIED
TO YHE
LAND 17 G3-`2.= BE ANWAYFITP
TO DE7ERW."T
Tdi WfT- �07AQNT
CONTENT. WE PODA
PERPOWS ANALYSES.
YOU SH:jLD !WTAUT
!N RALEW
=671
vQ?:vTxZ sz-VIYES DIVISION
'-WV5 WAD CENTER'.
wp-ST�A N.C. 2761-'
PHCNE:
T-! --
J!�:!%-!T -i"3CIPLAND 17 3%W? E! WS AnZ
B! WED FOR IRRTTAT�PWT-
WND nKQW1R7n-- P -' - 0 : ETE ATPLICATIO!%.
.10- Q1 Finish operWim,
15 vn.! ac. 0 f c r 0 P 1 an d R JCA� -fmfe
y C) 1*
04.be7mulzj ivn—v
T?.P . " wd ranuired K 7-
10 0 a ;- " Z . ! a F ;uder apernVow
and 101;1. 41
pmm,ed T . Lo! T.0 ac. of cropland
T.0 wa of coastal
�.O ��. of coastal bermudaSraZ
C.0 W. Of
WOR � :Inc recuired in
0 snw w V PiTh Gperar.Sit
Land Av,::.
LPOVand VaOtUd tV ZOV--,
0 Pf "wtne -- qraze"3
A%a,:uQK-
MIN 4000:1 - 1-m :�uv:!T 0,15N
7� T.UID LKVIL Tie Not, 1''
------------------------------
1"'HE WWWEN7 V'WAA� JA fPPnTEC A7 A RATE TKAT �ILL V�7 VUSE
uANOFF ONTO APEA9 17Z TVTQ TAU 220DOO NAW-�:
Av>=�yr;-,mv R�!E 1S 0,0 :ACHOS P74 Y7 1 W? T"--
WAXINAW RECOWEINDIRD APOLICATWN "01' FS 1 CYOY PIP !WPSAT1Q!%l

.' .
. ."N«oME� Richard Lanier�~`
. (
SEEDING SPECIFICATIONS
PAGE 5
AREA TO BE SEEDED
(' APPLY THE FOLLOWING
4 AC.
4000 L8S. 8-8-8 FERTILIZER
8 TO*S DOL8MlT{C LIMESTONE
400 BA[ ES SMALL GRAIN STRAW
200 L8S. FESC"E GRASS
140 LBS. CATS
LOVE GRASS
48 L8S. H�LL�D DERMUDA GRASS
�0 L�3. ��x�LL�D I)ER�UDA GRASS
TO � STA�LE OUTLET
` ONEAREST RErB)IDENCE IS 1300
T.B.M. 50.O0 ELEVATION
D�SC�IPT1OM Nai/ in 18" pop|ar approx. 250 ft. West
of sta. B 0+00.
VERY IMPORTANT - PLEASE READ CAREFULLY
THE LA�O�� AN� T8E AREA AROUND THE HO8 HOUSES MU3T DE SEEDED WITH
EITHER A TEMPORARY OR ON T�!E TIME OF THE
� �!�(R�Y ��0> D4Y� FROM THE
T�ME T|�� DUILDINGS ARE COM-
pLETED AKD READY FOR USE. (WE RECOMME�D ���AT THE LAGOON AREA, SIDE
�ELL AS TyE S�DE SLO��S OF THE PAD BE
SEED�D Wl7H�ry FIFTE[N (15) DAYS AFT[R�.E SOIL WILL
�Ol ]�Y 3UT �2 K iF SEEDED WITHI� THIS TlME �9AM� W�ICH WILL
RESULT IN A -ER STAND Si-4,A1 'E AREA TO DE SEEDED.
DR�TIE LNLE LlZER AND PREPARE k 3'' SEEDDED. SECURE
MULCH AND FIRM SEEDBED WITH A -IPACKER, OR SIAR EQUIP.

. -IMES
0104kied Lin! '�`'�
� ' ' ' ^ v6'
. ^^
DEPTH [ARPOF TOP + AREA
OF
BOTTOM
+ 4 X AREA OF MIDSECTION]
VOLUME=
---~----- -----------------------------------------______-_-
6.0
27
\
DEPTH [ L X W +
L
X W
* 4 X L X W I
VOLUME=
--------- ---------------------------------------
6
27
10.0 [ 408 X 168 *
348
X 108
* 4 X 378 X 1381
VOLUME =
--------- ------------------------------------------------6.0
-
27
10~0 [ 3147841
VOLUME = --------- --------
6.0 27
524640.0 CU. FT.
VOLUME = ---------
27.0
VOLUME = 19431.1 CU.YD8.
75600.0 sq.ft.
7621158.7 cu. ft. needed
SIDE SLOPES 3:1
��
`
NAME:
DEPTH [AREA OF TOP * AREA OF BOTTOM + 4 X AREA OF MIDSECTION]
VOLUME= --------- -----------7--------------------------------------
2T
DEPTH [ L X W + L X W + 4 X L X W ]
VOLUME= -----~--- --------------------~------------------
6 27
10.0 [ 258 X 133 + 198 X 73 + 4 X 228 X 1031
VOLUME= �--------- -------------------------------------------------
6.0 27'
10.0 [ 142704]
VOLUME = --------- --------
6.0 27
237840~0 CU. FT.
VOLUME = -7-------
27.0
VOLUME = 8808.9 CU.YDS.
` 39150.0 sq.ft.
0.0 cu. ft. needed

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 8 inches. Therefore, an average
of 8 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 established 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
49.5' feet and the minimum elevation to pump to is 46„5' feet.
-The design temporary storage, less 25 year storm, is 1901W
cubic feet or/LMt21k 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 filling.

V.
( 3 / - /3�)
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
AREA OF BOTTOM
LENGTH * WIDTH
268.0 226.8
AREA OF MIDSECTION
LENGTH * WIDTH * 4
301.0 259.8
97795 (AREA OF TOP)
60782 (AREA OF BOTTOM)
312799 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
97795 312799 60782
Total Designed Volume Available = 864191

(31 — t 3*j
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 eve
Volume = 59262 cubic feet

0- W (3r -t 3y)
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches t 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: f - /_�u�'
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PROW N1 IMBFR S
DWQ 9lo — 3g57- 3g00
EMERGENCY MANAGEMENT SYSTEM qt o - a 96 - ,A! 6 o
SWCD -aIa0
NRCS
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running offsite. 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:
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 sidewali 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 mach 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: Ay-�t, n-F SPr-✓' S �
b. Contractors Address: l d,S qi�-
c. Contractors Phone: 1.5; Z-- 516 - 2,16 .
6. Contact the technical specialist who certified the lagoon {NRCS, Consulting Engineer, etc.
a. Name: As., S e e v Cc.ex T�. - j �p'�p !lltC C/iy
b. Phone: Z Sz - 5-1-t -16It8
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.
December 18, 1996

c�
OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important goon
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
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

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
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling pumps 11�
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.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
;full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

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.

0
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
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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
D ❑ 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 F-1 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
D A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-649.70).
a 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).
QMass 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.
Signature of Farm Owner/Manager
r
Signature of Technical Specialist
Date
3_ 1;�o -/q
Date