310194_Application_20240304

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: AW S310194
2. Facility Name: Ralph Lanier Farm
3. Pen:nittee's Name (same as on the Waste Management Plan): Ralph Lanier
4. Pennittee'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: 1607 Lyman 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"): 50A4kfW J 4as Procive-A0 u.
10. Operator Name (OIC): Richard R. Lanier Jr. Phone No.: 910-298-4237 OIC #: 18095
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 3,520
Operation Types:
Swine
Cattle
Dry Poultry
Other Tvaes
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
11/29/1993
Full, clay
726,329.00
96,654.00
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 143-215.14C(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), sinned by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5.Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, 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.

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 PermitteelLandownerlSigning 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): _41Title:
Signature: Date:
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

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Ralph Lanier Farm
Ralph Lanier Jr.
860 Fountaintown Road
Beulaville, NC 28518
910-298-4237
10-11-2006
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-2648 „7
De oper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
/Z6
•
— — e06 1ef
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
r
Plan Approved By:''
clinical Specia ist Signature Date
------------------------------------------------------------------------------....................................... ---......................
664433 Database Version 3.1 Date Printed: 10-11-2006 Cover Page 1

REVISED ADDENDUM TO WASTE UTILIZATIONPLAI
FACILITY NUMBER: A WS310194
FARMNAW: RALPH LANIER
OWNERNAME: RALPII LANIER, .IR.
FACILITY TYPE: 3,520 FEEDER TO FINISH
This addendum should be incorporated into the existing waste utilization plan dated 1011112006. By
way of this addendum parts or all pulls designated to be hybrid bermudagrass hay may be planted in
com/wheatlsoybean do rotation. Farm has a Year 1 deficit of-1,818.23 and Year 2 deficit of-2,362.65.
Use the following rates and application period below:
Corn, Grain—148lbs N - 20lbs Res=1281bs N Applic. Period: 2115 - 6130
Wheat, Grain—1361bs N Applic. Period: 911- 4130
Soybeans, Manured, Double Crop—1491bs N Applic. Period: 4/1- 9115
DATE: 04-01-2018
RONNIE G. KENNEDY JR.
TECHNICAL SPECIALIST

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 3,263,040 gals/year by a 3,520
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
7515
Incorporated
12907
Injected
14214
Irrigated
8169
Max. Avail.
PAN (lbs) *
Actual PAN
Applied Obs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
r777T
8,169
12711
-4,542
5,077,119
-1,814,079
------------------ ----- --! - - - ----------.....-.....-----------------------------------...-------------------
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
664433 Database Version 3.1 Date Printed: 10-11-2006 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
6575
1
46.73
46.73
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bennudagrass Pasture
6.5 Tons
PLAN TOTALS: 46.73 46.73
Ll _
potentialLeaching
Technical- Guidance
Low potential to contribute to soluble
None
2
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<=10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No-Til 1 (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
664433 Database Version 3.1 Date Printed 10/11/2006
PCS Page I of I
NOTE: Symbol * means user entered data.

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The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
6575
1
Goldsboro
0.50
1.0
664433 Database Version 3.1 Date Printed 10/11/2006 IAF Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gai/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
13.16
44.13
88.26
132.38
lay 6 ton R.Y.E.
300
26.32
22.06
44.13
66.19
Soybean 40 bu
160
14.04
41.37
82.74
124.11
- -- --------------------------------------------------- - ------ ----------------------- ------------------------------- --------- - --------- ------- - ----------------------- ------ ------
664433 Database Version 3.1 Date Printed: 10-11-2006 Sludge Page I of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
dvaitahla Waeta QtnraaP ('a"anity
.
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
70
1
2
68
1
3
97
1
4
113
1
5
128
1
6
168
1
7
180
1
8
180
1
9
180
1
10
175
1
11
161
1
12
130
* Available Storage Capacity is calculated as of the end of each month.
------------------------------------------------------------------------ - ----- ............ .------------- -------------- ......... ---------------
664433 Database Version 3.1 Date Printed: 10-11-2006 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
------------------------------------ -------------- - ------------ -----------------------............ ......... ..-.......... ------------------
664433 Database Version 3.1 Date Printed: 10/11/2006 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
------------------------------------------------------------------------------------------------------------------------------------- --------------------
664433 Database Version 3.1 Date Printed: 10/11/2006 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
---------------............ --------------------------------------------------------------------------- --------- --------------- ------------------------ --
664433 Database Version 3.1 Date Printed: 10/11/2006 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
..... I------- ----------------------------------------------------.----------..------------------------------.......................
664433 Database Version 3.1 Date Printed: 10/11/2006 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30, and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 1
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
rz wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
................................................................................................._................................................._..._...
664433 Database Version 3.1 Date Printed: 10-11-2006 Crop Note Page 1 of 1

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Sheet 6
LimW--1.*-,-_emu_
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 E30 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 S acp inns
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 (°lo}:
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 =
Traveller Speed
0.66 in/hr
Travel speed =1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
2.63 ft1min
220 degree arc =
3.16 ft/min
180 degree arc =
5.26 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.

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 11
Total distance: 3100 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 1.44 feet/100 feet
Max. Mainline Loss = 44.7 feet or 19.4 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 42 psi
Elevation head: 2.2 psi
Mainline loss: 19.4 psi
Suction head and lift: 1 psi
5% fitting loss: 6.2 psi
TOTAL(TDH) = 130.8 psi or 302.1 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump efPeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 45 %
Horsepower Req'd: 27.8 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
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 130.8 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK

Sheet?
Net Positive Suction Head Check
NPSHA: 32.M - 6' - .1' -1.17'= 25.07'
NPSHR: < 81 *from pump curve
IfNPSHA>NPSHR OK
Page 3

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FAX [phone]
----------------
02 1000' "ATER-REEL PERFORMANCE '
' � } 3OLR / ,.� I1;CHES DEPTH OF APPLICATION 13201 �
NELSON - S R XLER - t"------;----------------------------------_`_-_---------------------;DCREE;
SYSTM , IRRICATED ; TRAVEL SPEED FEET PER FOUR 'PRE-
; SR100 ; PERFORMANCE ; INLET ; AREA--------------------------------------------;CIP
& HOi: RS1 1 CPM : DI9 PSI ; KIDTH X LNGTH i 10 50 75 : 100 it 150 i 200 ; 300 :RATE
'--------------------------------------------- ------------ -----------------'-----'
�. 712 " r r r S r t 5 t 1 r -- r r----, -----' -
50 , 74 , 22_ , 67 , 1.8 X 1079 , 1.0 , 0.8 , 0.5 , 0.4 , 0.3 , 0.2 , 0.1 10.24 ,
Ring ; 60 ; 81 ; 240 ; 79 ; 168 X 1084 ; 1.0 ; 0.8 ; 0.5 ; 0.4 ; 0.3 ; 0.2 ; 0.1 10.23
or .6" ; 70 ; 88 ; 250 ; 94 ; 175 X 1088 ; 1.1 ; 0.8 ; 0.6 ; 0.4 ; 0.3 ; 0 ; 0.1 10.23
Taper ; 80 ; 94 ; 260 ; 101 11 182 X 1091 ; 1.1 ; 0.9 ; 0.6 ; 4,4 ; 0.3 ; 0.2 ; 4.1 ;0.23
------------------------------------------------------------------------------------------------'-----'
SO.,' 87 2�� 1 70 � 165. X 1082 1.1 ' 06 ` a 0.9 .0.4 ! 0.3 ' 0.1 ' 0.1 110.26 '
' 1 1 I I t ,
R n9 i 60 i 1` i 2 82 ; 175 X 1088 1.2 0.9 0.S 0.5 0.3 1 0.2 i 0.2 10.26
Gr .65' 70 it lOs ; 2;3 93 164 X 1092 1.2 G.S 0.6 0.5 C.3 ; C.2 ; 0.2 !0.25
Taper� 80 : 110 273 � 105 ; 191 X 1096 ; 1.2 i 1.0 � 0,6 ; 0.5 i 0,3 � C.2 � 0.2 i0.25
'---------------------------------------------------'--------------------------------------------'-----'
.812" 60 110 ; 260 ; 85 ; 182 X 1091 ; 1.3 1.0 0.7 0.5 ; 0.3 f 0,3 ! 0.2 10.27
X 1496 1
or X, iG , 1_� , 27ti ' ? 1,4 . .1 , 0.7, 0.5 0.4 ,.r0.3,0.2,0.27,
Taper 80 i 1=8 i 285 i 110200 X 1100 1.-`. 1.! 1 0.7 i 0.5 0.4 0.3 ; 0.2 :0,26
------------------------------------------------------------------------------------------------'----
I ,
.857' 1 60 $9 !E9 X l095 i 1.1. 0.7 0.6 0.4 1 0.3 1 0.2 ,0.29
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' I r , I
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-------------------------___--------------------------------------------------------------------'-----'
•A95` 60 113 1 200 95 ; 146 .. I I I I t 1 ;; i
X 1098 1.5 , 1.2 1 0.6 1 0.6 11 0., , 0... 1 0.Z .31 ,
i •8. i 7+0 i 155 i 295 109 207 X 1103 1.6 i 1.3 0.8 0.6 : 0.4 1 0.3 : 0.2 10.30
Taper 80 165 i 305 122 211 X 1107 1.5 1.3 0.9 0.7 1 0.4 1 0.3 1 0.2 110.30 1
-------------------------------------------------------------------------_---------------------'-----'
.927° 60a 164 288 i 102 202 X 1101 1.7 1,4 i C.9 0.7 0.; 1 0.3 ; 4,2 i01 .33
i or .$3+ 70 177 302 117 M X 1106 ?.5' 1.3 i 0.9 0.7 i 0.5 11 0.4 0.2 �0.33
Taper + C7 I I 131 21n. X 1111} 1.4 0.7 0.5 1 0.4 0.2 1,0.3?I
1------------------------------------------------- -----------------------------------------------' -----
1.4 54 20` 300 10$ ' 210 X 1105 ".�} l.� =.! 0.4 0.5 i 0.4 0.3 0.38 1
Taper ; 60 ; 224 ; 3; 6 127 ; 221 X Ill! ; 2.1 ; 1.7 ; 1.1 i 0.9 ; 0.6 0.4 1 0.3 10.38
70 2=3 :38 146 t' 237 X 1118 2.2 1.7 1._ 0.9 i 0.6 0.4 1 0.3 0,36
i--------------------------------------'-----t
------------------------------------------------ I I
HCURS FOR 1000 FEET OF TRAVEL:; 25.7 ; 20.0 ; 13.:, 110.0 ; 6.7 ; 5.0 ; 3.3
ho tes: 5vs a:3 inlet pressure will be apprex la -1.1 loner for e.nc:ne driven machines.
,Ur Dins Drives will have %:goer Pressure loises a6 .:ae h 5har speeds.
tQ 001
Ine pracip:catinn rite is in inches osr hour and it. based on a 5_i:rtler arc, 0f 320 decrees.
;Oit iEet per acur -,a`/ __ Dcssiala i1t: 'the eng:ne Jrl;'e versieri oniy.

Y 80
(60)
z
f
60
3 (` 5)
0
a
40
to (30)
20
(15)
Engine Performance Curve
Rating: Gross Power
Application: Industrial - Continuous
300 Series Engine
Model: 4039D
71 hp @ 2500 rpm
53 kW @ 2500 rpm
....
[.
�..I.......
...:..::`:
�.
�..
r...:.............
j...:....:.......
....................
i
f :....:...:
.. �....... _. .
E...;....,.
�..........<....
I
�.
._�
..............
I ...............
f
i.
�_
l
Torque
i ....
. i...........: .j....
...:....
_ ..t....
_ ....
149' lb-ft
..
....t.............
(202 Nm)
�_..._......
�.
...........
..........=....i...............
:,.... .
�...:...........
.......
.............(............... s Power
i :• Continuous
F._..__.. i
71 hp
............ T
........ .... ........
k.......i
(k3 kW):
'
. ............. I.
.;_...
...:.....
'
..t.....-- _..._.
....... ... - -
:...
�........
i
i
r..............
.................t
..
. l..
....
:
...�..•.......
.............
.
.............
i .:...
...........
lI
:...........................i
;....
+•
....
....
... :......... ....
I ...
I
:1...:..-:...
Fuel Consum�itlon'
......""'.'
...................
.
�....
200 ,_,
(271) z
180
(244)
m
is
160 fo
(217)
0.40
'242) t
c
t
0.36
'218) _
a�
3
LL
1000 1200 1400 1600 18Q0 2000 2200 2400
Engine Speed - rpm
Air Intake Restriction --12 in.H20 (3 kPa) Exhaust Back Pressure -- 30 in.H20 (7.5 kPa)
Gross power guaranteed within + or - 5 % at SAE J1995 and ISO 3046
Certified by:
Curve 4039D71IC
conditions: 77 OF (25 °C) air inlet temperature
29.31 in.Hg (99 kPa) barometer
OF °C)
04
Source Factories
Dubuque,
DubSaran
104 (40 fuel inlet temperature
�,.,,�, Q
Date: -93
0.853 fuel specific gravity ® 60 OF (15.5 °C)
Sheet 1 2
Conversion factors: Power. kW = hp x 0.746
JE7° 4
Fuel: 1 gal = 7.1 lb. 1 L = 0.85 kg
Revised data.
Torque: Nm = th-ft x 1.356
an values are rrom currently available data and are subject to change without notice.

Engine S ecification Data
General, Data
Model...................................................................................4039D
Numberof Cylinders.....................................................................4
Bore and Stroke—in.(mm) ..........................4.19 x 4.33 (106 x 110)
Displacemeni--in3 (L) ........................................................239 (3.9)
Compression Ratio ................................... .17.8
Valves per Cylinder—intake/Exhaust
FiringOrder.........................................................................1-3-4-2
Combustion System ................................................Direct Injection
Engine Type ............. :....:.......................................... In -line 4-Cycle
Aspiration.........................sjel............................................. Natural
Engine Crankcase Vent System ............................................Open
Maximum Crankcase Pressure—in.H.0 (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
(Includes flywheel hsg., flywheel & electrics)
(370) .
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
(2224)
Intermitter., --lb (N)..................................................900
(4003)
Fuel System
Fuel Injection Pump.......................................................Stanadyne
Governor Regulation........................................................... 7-10%
Governor Type.............................................................. Mechanical
Fuel Consumodon--lb/hr (kg/hr)....................................26.6 (12.1)
Fuel Spill Rate--lb/hr (kg/hr)........................................190.4 (85.9)
Total Fuel Flow--lb/hr (kg/hr).............................................217 (98)
Maximum Fuel Transfer Pump Suction'—ft (m) fuel ............ 3 (0.9)•
Fuel Filter Micron Size 0 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 VC)......................................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 Flow--tN/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 (°C)........................................202 (94)
Maximum Water Pump Inlet Restriction—fn.H9 (kPa)
............ 3(10)
Engine Coolant Capacity--qt (L)...........................................8
(7.5)
Recommended Pressure Cap —psi (kPa) ..............................7
(48)
Maximum Top Tank Temp --OF (°C)...................................210
(99)
Minimum Coolant Fill Rate—gal/min (Umin)..........................3
(11)
Recommended Air to Boil —OF (°C)............... ....................
117 (47)
Air System
Maximum Allowable Temp Rise --Ambient Air to
Engine Inlet --OF (°C)............................... .......................... 15 (8)
Maximum Air Intake Restriction
Dirty Air Cleaner—in.H=O (kPa)....................................25 (6.25)
Clean Air Cleaner—in.H20 (kPa) ............„.........................12 (3)
Engine Air Flow—ft3/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 System--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'C)--amp........................................... ;............ 780
At -22 OF (-30 2C)-amp......................................................1000
Starter Rolling Current-24 Volt System
At 32 OF (0'C)—amp............................. _............................ 600
At -22'F (-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)
Attitude 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 tkW1 lb-R (Nml
lbRtp-hr
rom
Wh
2500 71 (53) 149 (202)
0.375 (228)
2400 71 (53) 156 (211)
0.370 (22S)
2200 69 (51) 16S (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)
1400 47 (3S) 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

I+ 4la-
LO
C17
UJLLI
LU
u7 cc
0.
n LU
n U >
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w aC
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6
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SQL.A—tom Sc
y ,,

S
Gallons
Per Min.
FRICTION LOSS CHARTS
FOR DIAMOND PIPE .
IPS DIMENSION
44nch 5-inch 6-Inch 8-Inch 10-Inch
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
240
2.67 .95
_40
260
3.10 1.10
.46
280
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
` 360
6.26 2.22
.95
400
6.90 2.45
1.04
420
2.69
1.14
440
2.92
1.25
460
3.18
. 1.35
y
G 480
3.44.
1.46
500
3.70
1,58
550
1.89
600
2.22
650
2.58
700
2.96
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
1 100
dimension ratio other than 21,
1
1150
the values in the labie should
1200
be multiplied by the
1250
appropriate conversion factor
1300
{P} shown below:
2
1350
2
1400
1450
150C
1600
1700
1800
1900
` 2000
2
3
3
.09
.10
.12
.14
.17
.19 .
_21
.24
_26
.28
.31
.34
.37
.41
.43
.52
.61
.71
.81
.93
1.04
1.17
1.30
1.44
1.58
.73
.88
2.05
2.21
2.39
.57
.76
.95
.16
.35
.10
.10
.11
.12
14
.15
.18
.21
.24
.28
.32
.36
.40
.44
'49
.54
.59
.65
.70
.76
.82
.88
.95
1.01
1.08
1.15
1.30
1.45
1.62
1.79
1.97
12-Inch
.060
.083
.096
•110
.125
.141
.158
.175
.194
.213
.233
.254
.276
.298
.322
.346
.371
.397
.423
.451
.503
.568
.632
.698
.767
840
J
Loss below bold line indicates velocities in excess of 5 tee[ per second.
Velocities which exceed 5 feet per second are not recommended.

Diamond ASTM D-2241
IPS Pressure -Rated PVC Pipe
Approximate Coupler Dimensions
A
O.D.
C
Size
Gasket Race
Socket Depth
• 2
3.166
4.500
2112
3.719
6.000
3
4.434
6.000
61� 4
5,603
5.000
6
8.252
6.250
8
10.420
6.500
10
12,762
7,500
12
14.952
7.500
.D.2241 Pipe Dimensions
Minimum Wall Thickness
0 1705
SOR 13 5 SOR.21
SOR 26
SOR.32 5
SOR • I
Sire
C-0
SC 49
315 PSI 2t)a PSI
160P5I
175 Psi
100 PSI
y,
.840
.109
.062
1.050
.113
060
1
1.315
133
.063
1.660
.140
-079
054
056
1 " , "
1.900
145
090
073
058
2
2.375
.154
113
091
073
2.875
203
137
110
088
3
3.500
.218
t67
135
108
4
4.500
.237
214
173
138
.110
5
5.563
.258
265
214
171
.136
6 "'
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
imond-s IPS Pressure -Rated PVC Pipe coupler
wets 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.
Diamolid ASTM D2241
IPS Pressure -Rated PVC Pipe
Rieber Gasketed Joint Dimensions
&9a RN
_T A11%
rA � BELL.o. j o-o
Fie Otr W,kes t.
Pipc
A
G
D
SiZc
lnscrt
$Ul'\cl
Di lnctcr
3
4 1/'
3 1/8
4
5 111
7/16
3"
4 1 r_
5 112
4 1 r_
6_
5
6
7 13116
8"
5 1I=1
6 718
10 1/8
10-
5 314
7 Ir2
12 Ir-
1`'-
6
8 114
14 11116
Sflort Form
Spccicic-,jtioil for Di111110nd
PVC Irrigation I'ii3c
AST1\4-D2241-SDlZ41132.5,26,0r2I
Diamond PVC Irrigation Pipe shall be olade Of
compounds confornling 111 ASTM 01764 with a
ccll classification of 12454B. Dlanult,d PVC
Irrigation Pipe must n,cci all the ditimnsionul.
chcmical, and physical lcyuirements as outlined
in ASTM D2241,-Anocz. ANSUASAE S376.1,
and SCS 430-DD. MILI w•Ili be supplied 111 20 fr+()l
laying lcligths.
inaulro for ava11301hty

INSTALLATION
Diamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guide for PVC Water
Pipe (a ,pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487.and ASTM D2488.
Te assemble, clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the spigot into
Elie bell up to the insertion line. If a pry bar is used to
apply force, the pipe should be protected by placing a board
between Elie bar and the pipe.
If normal force does not complete the joint, disassemble the
joint and examine the parts to make ce,.ian they are free of
obstructions. Visually inspect the completed joint to insure
he gasket has not been dislodged.
Table 5.
APPROXIMATZ GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND n9ETItOD
OF PLACEAtENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY*
FOR GRANULAR MATERIALS IN PARENTHESIS —
CLASS Or EMBEDMENT
I I
It
[II
IV
Manulwund
MATERIAL DESCRIPTION
cmaly
Saw Ind C.-i
Hied cm-
Fim Gain
Mav{ialt
S.A. - Clan
SO:FI
SOilr
opumun n..nflulc"nI_ nn;e
E
4
9.12
9-It
&Xl
lirnu Y of Dry ..ri;hl
Sal CLnw[.da..On I-SCNO�
I % Of P w,P (w Rrlsn.:) oc.ply Ran SL
Comps( by pa- f wn;rr
I 95-100
95• Ica
95-too
90. 1011
vn _,
(75•IQ71
.51}IM)
Drw(.r, by;; r-bk
X0.95
JOYS
ra95
15-90
.0a.1r1
(60751
1611 SO)
COnwuJ3.e by Lv.nuo-.
R495
MIPS
g&751
(GO NUI
11+Af rlxc I
60,90
t+aw1
1(v.t amp
UJI so
60-W
(675
r566%
I)_p
Ga XO
fS}aU
rll Ytl
(t111
(a .601
1%, w]
r TM
Table 4. DESCRfrTION OF Ehte F.Dh1FNT MATERIAL CLA\tilY'ICAl'!(1Nti
Volt
SOrL
ClS�CRIfTIo� rr
C LAS5
TYYF
MATEt IAL CLASSII CATIUN
C7.,. 1 s.:l.•
--
14—f.r ld +n(rIu- I—W ...wLL 1N e 1 1n i.rh., rL •. nl w .1.4"
m,;n.
rl..a;nt 4r( L+•twt "'.w, .tt.: r, . u rn J
«+L m !,r4 (Lt. c:wdrr, r (n J.rd M.Yx•
0—tl S.:t.••
C.W
Wt3.,,kdt,-1,.d 1r.6" r.iau.n. t,k .. ,. fir... 31K ..w „f
c1..n.
4'
Y...ly;r,d.dt•••.1..dr.,.ri.—I..:.u.u. I:111r..
754. +n J.w H..•
Clr.n.
jW
Wrl(-tr.SJ ,a.d. u.l t...rlly ...J., li1k .. ... f:ti•. Nw. 1ku V � .{ r••...r
frr I:.w 1.uu. N... t (:.-r. H.w u... (Sc .n..+J ... N.• nn ._... t1-a.
rr.n:., r..... 1r.. t .:e-c. g..— Ck-.n.
III S-4,•
Gi
SJ1y ;+.•.I.. tr+•<Lr u.l .:L ...a.rr.. 5„t .. .....{nw.r l...l•.. H..r.J ..w
CC
CI.1`r (r.•rl.. te.•.i .+rJ .(+r ..i.�..r. MA.. w..:..( .....< I.. +.w ,n..nrJ
o tt.. r ,ir•r. N... N 41% 1—;—,.. Nei
'
$Ll
SJ,y .vJ1,,+r4.1:b.w.__ tL.<
111— Nan .VK ._;-4 ,w A. Mt —,
sC
Cl,yq rW.. _j,. y w. .... xt....L.w 4ry .J ......: L..._.. ,.....•, fG.
01 r. 1.1... N,n H .In.:nJ .. lw. Mn­
CL.. n s..i.
LIL
•
Irv.;.n r:lu .rq F.r u.J.- .l M1... W.r .,..ry L� ..,.., l.q..l ,.....
Sf1c a k.1. 5(Y: ,. w..r w•• t,6
CL
Alll
Irv.;.... xb, .. ..........�. (.....I......r. ....._ ..I.. l.r..l
.I
Imo., ....... u.m S(IC.�y,n .. r,..._. N. ;... .. .
C,(
I_., ., Uy. Of L;(h r<+.. .. N. ,I,r. L,. 1 ,.^•: i•• •'••'L'^ �'rI 4r( .r
.
Cll
(1_ (1.I.A1 .Jil a..d «t.n�. Ly.d Le. Nr: .. I.ti.
Sr.., _. ru.0 NA.:al ..r•r
Of r1q_k rl.yt nr mr(:.w... L." y4w.•7 Lr J I.,.w
— r..rrl N.. '00 1' • -
'
IT � rnL m. k ud ..M hi;k.1y
S..,r we .r Wr di, AMID Ira7.t�rp1"Ctr,I.w..i.al.L. L.. Jrrml'. ASTxI 11 ;!I1
• • In ..ti..GM'..riA ASTM D 7Ja7. lr,. h— Sr. r.+r 14
.
•••-.h ASThl U :tt7,•.n41 "A I" e. I!'. P.,..wt
rlands,d.. J...:, — rh.ran"46, of CI... I( Nan M Cl­ III
The haunching area is most irnporuint to the support of
PVC pipe. For good support, the iiaunchin4 area should be
compacted to the densities given in the Long Tertn
Deflection Chart.
Figure 2.
\�
Y
�J
Y
,
i
1
r
r:1
Htlav•r Jrn..., ., ..rm �w ,..rcn Kf[,
".J.' Jrr....nt .r "CC 611a v J.' 1—I ... _d 'I...u;L . ..�.
earr.rr. rli..rl o w+•lSh. 41Jr .. ­L-J ... V••-•J•' t•J+"'r
....... �.}.( rw er,.(. r Ar...1 Jr ..y...+1.(, O( 14 I. r: .r uy.0 I'r it. " „ " 1" 4'"'

O.D. NM
I.D. IXS.
BALI 10
KIN. 20
30
40
50
60
70
80
40
100
110
120
130
140
150
160
170
180
I40
200
210
220
230
240
250
260
270
280
290
300
310
320
330
340
350
360
370
380
390
400
420
440
460
480
500
J
iCTION LOSS IN POLYETHY�
HOSE
FR
IRRIGATION HOSE ittATERI
PER 100 FEET POLYl7NE1-I
HE
P.S.I. FRICTI01{
LOSS
50
4 0
125
120
110
40
82
2.7
75
2.5
b3
2.1
1.60
1.30
jj5
4.1
4.0
3.7
3
0.4
2.3
6.6
11.2
2.1
6.0
1b.9
__
1.2
2.9
8.4
"
1.3
2.0
4.4
14.4
_ -
-
1.6
2.5-
__
1.3
2.3
3.6z,�
8.9-;I
1.6
2.7
4.2
10.5-
-
0.7
1.8
3.1
4.9-
-
0.8
2.1
3.6
5.6-
--
0.9
2.4
4.1
6.4
1.0
2.7
4.6
7.2--
--
1.2
3.0
5.2
8.1--
-
0.9
1.3
3.4
5.7
8.9
9.9
- -
- -
1.0
1.4
3.7
6.3
tr
1.2
1.7
4.5
.
- -
.9
1.0
1.3
1.4
4.4
8 .3
-
- -
1.1
1.4
2.1
5.3
9.0-
- -
- -
1.2
1.5
2.2
5.7
9.8-
0.9
1.3
1.6
2.4
6.2
_ _-
1.0
1.4
1.7
2.6
6.6
- -
- -
- -
- -
1.0
1.5
1.9
2.8
7.1
- -
1.1
1.6
2.0
3.0
7.6
- _
-
1.2
1.7
2.1
3.2
8.1-
1.2
•1.8
2.2
3.4
8.6-
1.3
1.9
2.4
3.6
4.2
1.4
2.0
2.5
3.8
4.1-
1.5
2.2
2.7
4.0--
1.6
2.3
2.8
4.2--
1.7
2.4
3.0-
4.5--
1.7
2.5
3.2
4.7-
1.8
2.7
3.3
4.9-
1.9
2.8
3.5
5.2
-
- -
- -
- -
- -
2.0
2.9
3.7
5.5
- -
-
2.1
3.1
3.8
5.7-
2.3
3.4
4.2
6.3-
2.5
3.7
4.6
6.8-
2.7
4.0
5.0
7.4
3.0
4.3
5.4
8.0-
3.2
4.6
5.8
- -
- -
n.

If
. --14-
FRI
CTION DOSS IN ALUMINUM PVC PIPE
P.S.I.
FRICTIOX L955 PER IN F-c7
P.S.I.
FRICTIOX LaS M 140 FR7
PyC IRRI6ATIaX
PIPE
�11iiIkiYf IRRI8�716K PL ... Cl PLlRS
2
3
4
5
6
e
_
SAL/ 10
0.1
- -
- -
-
- -
KIX. 20
0.4
0.1
- -
-
MR. 20
0.5
0,1
- -
" -
"
-
30
0,8
0.1
- --
30
1.1
0.2
- -
- -
- -
-
40
1,4
0.2
- -
- -
- -
- -
40
1.9
0.3
4.1
- `
- "
-
5a
2.1
0.3
0.1
- -
- -
- -
50
19
0,4
0.1
- -
- -
' -
60
2.9
0.4
0.1-
60
4.1
0.6
M
- -
- -
- -
70
3.9
0.5
0.1
- -
- -
- -
70
5.4
0.8
0,2
0.1
- "
. -
8o
5.0
0.7
0.2-
60
- -
1,0
0,2
0.1
` -
- -
90
_ -
a,9
0.2
0.1
90
- -
1.2
0.3
0.1
` -
- -
I'm
_ -
1.0
0.3
0.1
- -
-
IN
- -
1.5
0,4..
0.1
- -
- -
Ila
- -
1.2
0.3
0.1
- -
-
Ila
- -
1.7
0,4.
0.1
0.1.
- -
!zo
- -
1.5
0.4
0.1
--
- -
120
- -
2.0
0.5
0.2
0.1
` "
1.7
0.4
0.1-
130
- -
2.4
0.6
0.2
0.1
- r
144
_ _
1.9
0.5
0.2
0.1
- -
#.W
- -
2.7
0.7
0.2
0.1
- -
150
- -
2.2
5
0.2
0.
4.1
- -
150
- -
3,1
0,8
0.3
0.1
160
- -
2.5
0.6
0.2
0.1
- -
16*
- -
3.5
0.9
0.3
0.1
- -
tla
- -
2.8
0.7
a .z
4.1
- -
170
-
3.9
1.0
0.3
0.1
- -
18a
_ _
3,1
0.8
0.3
0.1
- `
160
- -
4.3
4.1
0.4
0.1
- "
190
- -
3.4
'a.8
0,3-
HO
- -
4,6
1.2
0,4
0.2
- -
203.7
- _
0.4
0.3
0:1
- -
0.4
0.1
_
240
- -
4.1
l.b
0.3
4.1
- -
210
- -
- -
- -
- -
1,4
1,5
0.5
0.5
0.2
0.2.
-
0.1
Z0
_ -
4.5
1"
0.4
-0.2
0.2
- -
- -
2c0
Z30
~ -
_ -
1.7
0.6
0.2
0.1
230
-_
4,9
5.3
1.2
1.3
0.4
0.4
4.2
- -
240
--
--
1,8
0.6
0.3
0.1
20
254
- -
_-
--
1.4
0.5
0.2
--
250
- -
- -
2.0
0.7
0.3
0.1
2E0
_ _
_ _
1.5
0.5
0.2
0.1
260
- -
- -
2.1
0.7
0.3
0.1
210
_
-
1.6
0,5
M
0.1
270
_ _
- -
;2.3
0,8
'4.3
0.1
284
_ -
-
_ -
1.7
0.6
O.Z
4,f .
p
"-
- -_
2.4
0,8
0-!
0.1
- -
1.8
.0,6
0.3
0.1
250
- -
- -
2.6
.0.?
0.4
0.1
_ _
2.0
0.7
0.3
0.1
300
- -
- -
2.7
0.9
0.4
0.1
10
3310
_
-
2.f
0.7
0.3
0.1
310
- -
` -
2-9
1.0
0.4
0.1
" -
_ _
2,z
4.7
0.3
0.1
320
- -
- -
3.1
1.0
0.4
0.1
�0
- -
_ _
2;3
4.8
0.3
0.1
yb
- -
- -
3,'s
1.I
0.5
0.1
340
- _
_ -
2.5
0.8
0.3
0.!
3�40
- -
- -
3.5
1.2
0.5
0.1
-
-
0.9
0,4
0.1
�0
_ _
_ -
3,b
1.2
0.5
0.1
_ -
+'�"
0.9
4.4
0.1
J9
--
--
3.8
1.3
0.5
0.1
360
-_
- -
2. 4
"a
0, 4
0.1
T70
- - '
- -
4,0
1.4
0.6
0.1
370
370
-
-
-
3.0
1.0
0.4
0.1
380
- -
- -
4.2
1.4
0.6
0.1
340
- _
-
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
420
- _
_ _
3.6
1.2
0.5
0.1
-
5.1
1.7,
0.7
0.2
44a
4.0
1.3
0.6
0.4
_
.
- -
1.9
0.8
0.2
460
- _
_ _
4.3
1.5
0,6
0.1
460
- -
- -
-
2.0
0.8
0.2
480
- -
_ -
4,7
1.6
0.6
a.2
A v
- _
_ _
- -
2.2
0.9
0.2
500`
- _
_ _
5.a
1.1
0.7
0.2
500
- -.
- -
- -
2.4
1.0
0.2

n
be fabricated 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 couplind called a
transition or repair coupling. In -line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. [lost thrust blocks
will be concrete. Manufacturers recorrnended thrust blocks at any
change in direction greater than 1.00. Figure l,gives an example of
different arrangements for thrust blocs.
1
PAN
N-.—.i 1. � kwry
ima
Figure 1. Example of different arrangements for thrust blocks.
✓ I
-5-

0
Figure 2. Anchorage Mocks for in -line valves.
Table 1 is the forces encountered at end plugs. to calculate
farces 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
r��ct in the fnr t.PSt oressure In psi
Pipe bi.ameter
(inches)-
100 PSi
150 PSI
200 PSI
250 PSI
1z
295
440
590
740
2
455
680
910
1140
211
660
990
1320
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
6490"
9740
13,OCl0
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
Q

Table 2, Factors .for Calculating Thrust 4� for
Elbows and Tees .
900 = 1.41 `1—
600
. 00 ,.
45Q
300
0.52
22:5Q
0.39
Tees = 0.70 L
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load
Soil
mulch, peat and similar
Soft Clay
Sand
Sand and oravel
Sand and gravel cemented
with clay
Hard shale
lb/ft2
0
1000 (� �-�
2000
3000
4000
10,000
Thrust block area (ft2) _ lJ - Thrust (Table 1 & Table 2)
Soil earjng strengt a e 3)
r
In pi -acing 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, vrhecl trenches, -backhoes, or vibrating plows
will be used for trench preparation. Tie vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter- of pipe. Under most conditions the chain. trencher or Aeel
trencher will be faster than the backhoe. Where wide trenchfssfo large
pipe are required, the backhoe will be most satisfactory.
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfvliaits aof curvatureturns in tof theline
pipeat obstructions,
trenches should be curved within
.-M
v.
-7-

.. u
HOU'hou'
rms , nC . 1706GreetWaoc �85A
•, • (91917562421
Animal Waste Management Plan
& FitcHity Design
Contract Grower -RALPN �.A���E�. �►z-
[+arm Description S'ZQ l=Ery � - ra ifiNis!�v
Farm Location 1, MILES SourN OF 1-YnwN
• ON 5"IZ /ciD 1
nedgwed by: "
Wesson's Landscaping
237 Al Taylor Rd.
Rlctdands, N(,29574
324-3044
Kevin Weston • Owner

^
'
Operator:RALPH LANIER
County: DUPLIN
Distance to nearest residence (other than owner):
Date; 05/19/94
1000.0 feet
1. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x 1417
lbs. =
0
lbs
0 sows (farrow to
feeder)
x 522
lbs. =
0
lbs
3520 head (finishing
only)
x 135
lbs. =
475200
lbs
0 sows (farrow to
wean)
x 433
lbs. =
0
lbs
0 head (wean to feeder)
x 3()
lbE. =
0
lbs
Describe other :_:
0
-----------------------------------
Total Average Live
Weight =
475200
lbs
2. MINIMUM REQUIRED TREATNENT VOLUME OF LAGGO---,4
Volume = 475200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volune(CF)/Ib. ALW = 1 CF/}b. ALW
Volume = 475200 cubic feet
3. STORAGE VOLUME FOR ALUCGE ACCUMULATION
Volume = o'} cubic feet fhm «t 0raq myJ In�
f�` �`���� �=«
�^- AxG4AZL�°�
^�v="���~. ����
Inside
top
_'
length (feet)---------------------
358.8
Inside
top
width (feet)----------------------
280.0
Top of
dike
elevation (feet)-----------------
65.0
Bottom
of
laqoon elevation (feet)------------
55.0
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 W7DTH DEPTH
3.0 3.0 3.0 3.0 352.8 F74'0 900
AREA OF TOP
LENGTH * WIDTH =
352.8 274Z)
AREA OF BOTTOM
LENGTH * WIDTH =
298.8 220.0
96654 (AREA OF TOP)
65725 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
, 325, 8 247.0 321841 (AREA OF MIDSECTION * 4)
�
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
96653.5 321841.0 65725,0 1.5
Total Designed Volume Available = 720329 CU. FT.

N
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
358.8 280.0 100450.0 square feet
Buildings (roof and lot w*ter�
0.0 square feet
Describe this area.
TOTAL DA 100450.0 sq`.are feet
Design temporary storage period to be
180 days.
5A'
Volume of waste producer,
Feces & urine production in gal./day per
135 lb. AUW 1.37
Volume = 475200 lbs. ALW/lSE lbs. ALW *
1.37 gal/day 180 days
`
Volume = 868032 gals. or 116047.1 cubic
feet
5B.
Volume o1= 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 5torage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C.
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds
evaporation by largest amount,
180 days excess rainfall =
7.0 inches
Volume = 7.0 in * DA / 12 inches per
foot
Volume = 58595.8 cubic feet
0

`
. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volumcu
e = 627B1.3 b i c feet
5A'
116047
cubic
feet
GB.
0
cubic
fee4;
5C.
58596
cubic
feet
5C.
�2781
cubic
feet
TOTAL
237424
cu6ic
fee�
Ten;po,ary storage period====================� 1B0 da�s
Rainfall in excess of evaporation===========> 7.0 1mches
25 year - 24 hour rainfall==================) 7.5 inches
-Feet
Freeboard=========================
Inside tn� length===========================> 358.8 feet
Inside top
Top o[ dike 65.0 feet
Bot"Com of lagoor elevation==================> 55.0 feet
712624 cu.
======> 72632� cu Ft *
ActuaCI
E e�ign volume================== ` '
SeasonaI high watertable elevation 60.8 feet
61'3 feet *
Must be > or = to the SHWT eIev.==========> 60.8 feet
Must be > or = to min. req. treatment el 61.0 feet
Required minimum treatment vo]ume===========> 47G200 cu. ft'
Volume at stop pumping elevation============> 47R836 �o.
======> 63 3 feet *
Start
Must be at bottom of freeboard & �5 yr. rainf�ll
Actual volume leas 25 yr.- 24 hr. rainfall==� u6354G
Volume at start pumping
Required volume to be pumpe6================> 174643
Actual volume planned to be pumped==========> 180753 cu. ft. *
Min. thickness of soil liner when re4uired ) z 5 r ^�
' ..1
D IGNED BY: �=�/wA� �� `' APPROVED BY:��
�.~.'-�I&~,AC
~�`� 'r a'{��J�~
~ DATE: ��y'7^/`�,
^
- NOTE: E:-,FE ATTACHED WASTE UTILlZATION PLAN
. ... . ..... "WC-j

]�
� ��/�u/~-[�'
' 0per�x mrm_���_�pH »
Please review the attached |Ian and specificAtions
carefully. Retain this copy for your use and recnrds' it is
' important that everyone; you, your Contractor, and Soil
Conservation Service personnel, understand what is expected s0
� that final construction meets plan and specifications.
' The actual amount of material required for pads and dike
' may vary from the estimates. The design will attempt to
' balance cuts and fills as close as possible. If addition�l
material is required after construction is complete on lagoon,
the contractor and owner will negotiate on the price end
^
location of the borrow area.
�
=
Design Requirement: za Q �u. ft .
CIO _IP
Estimate of Excavation:
.
Estimate` of Pad & Dike: cu.�t. =_ _cu.yds.
^ Estimate of Compacted
' Clay BackfilI: _�_��___co.ft. =��cu.yds-
Cut:Fil1 Ratio:
'
� Job Class:
'
�
-
~
,IA ~4�
`
'
`
'
`
`
`

SCS-ENG-538
fk. 5-70
Q. S. DEPARTMENT Of AGMCULTUPL
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
�110iqLWYM
WATERSHED AREA MEASUREMENTS
CROPLAND —ACRES PASTURE— ACRME
WOODLAND —ACRES TOTAL— ACRES
SKETCH OF PROPOSED *POND SHOWING WHERE WRINGS WERE MADE (Apprpm -scale I" feel!
Lacal, ref,"ence point -in center line of dam and Identify an skete:h�
MENEM
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MEN■EME■■EME.
• BORING NUMBER AND PROFILE
NaAa and fisidam-site and spillway borfnas first -then pondedarva and borrowpit 6orfivs-separate with &VTdcal red line-
(Continued on 6ocA whery nocessorm) Show water table 41tudliOns art dam'stle 60riligs-
®1.�■Itl®i®�■�1�1�I■1■I■I1�1■I®�■I■1■I�I��■�i■i:
BORINGS MADE; BY62-2-1 SIGNATURE&TITLE,

TYPES OF MATEF ENCOUNTERED IN BORINGS
(Use or.. if systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW - Well graded gravels; gravel, sand mix
g- gravel
P - Poorly graded gravels
s - sand
;M-Silty gravels; gravel -sand -silt mix
vfs-very fine sand
GC -Clayey gravels; gravel -sand -clay mix
sl-sandy loam
SW -Well graded sands; sand -gravel mix
fsl - fine sandy.loam
SP -Poorly graded sands
i - loam
SM-Silty sand
gl-gravelly loam
SC -Clayey sands; sand -clay mixtures
si-silt,
ML -Silts; silty, v. fine sands; sandy or clayey silt
sil- silt loam
CL-Clays of low to medium plasticity
cl-clay loam
CH -Inorganic clays of high plasticity.
sicl- silty clay loam
MH-Elastic silts .
scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity
sic -silty clay
OH - Qrganic clays, medium to high plasticity -
c -clay -
1. Suitable material for embankment is available Dyes.
Q No (indicate where located on the sketch on
reverse side)
REMARKS:
i�
t
_
C
2. Explain hazards requiring special attention in design iSeeDave. sDrine..rw* ctct
GENERAL REMARKS:

SCS-ENG-536 U. S. DEPARTMENT Of AGRICULTURE
Izcv. 5.70 ZOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DE T ER10INE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME DISTRICT
DATE2.1 COUNTY Oveli.,
• • SHEET NO.. -
WATERSHED AREA MEASUREMENUS
•.
WOODIAND—'* ACRES TOTAL-- ACRES POND CLASS—Va
■■■■■■■■■ ■■■E MEN
■■■■■■■
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PROFILE
NoAc and list da—sitc and spilluav bodnes first- then ponded area and bormw pit baringi-s4ocrate with wrric4l rvd line.
(Continued on 6a4k whcv necesserrvJ Show tualer table etcuations an dam -site barinos.
■■11m©1©#�l[�Il7�Il®I®I
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• SeuJvfu�
j{2014 (rye
i
SCS-ENG-538 U. S. OEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
COUNTYFARMER'S DISTRICT
i • SHEET NO. WORK
• i • —ACRES PASTURE —ACRES'
WOODLAND —ACRES • • i • i ' • •
OF 'i'• '•ND SHOWING WHERE BORINGS
Locate reference point -in center line of dam and Identify on sketch.
mom
Moog
HEMEEM
MOMENMEMSE
MIN
■EEM■■■
MEN
■
M■v■EME■EMNINNNEMEMENNEEN
■E■■■■■MI■■UM�
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BORING NUM13ER AND PROFILE
Nake and lis(dam-site and willway bor(nos first. then pond4d area and borrow jal(borinvi -separate with vertical ned Unc.
lContinued on back where nvc4ssary) Showwaler table elevations on dam -site borincs.
�■©1�1�1�►�;■1�1ani■I■!■i■I�I■I�I■�■I■I■I■I■I■
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Y'� I
1

_. a
TYPES OF Mti rERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix.
g-gravel
GP -Poorly graded gravels ' '
s - sand
GM -Silty gravels; gravel -sand -silt mix
vfs-veryfine sand ­
GC - Clayey gravels; gravel -sand -clay mix
sl - sandy loam
SW -Well graded sands; sand -gravel mix
fsl-'fine sandy.loani
SP-Poorly graded sands
I -.loam.
Shi -Silty sand
SC -Clayey sands; sand -clay mixtures
gI - gravelly. loam
si-silt
ML- Silts; silty, v. fine sands; sandy or clayey silt
sil-silt loam
CL-Clays of low to medium plasticity
cl-clay loam
CH -Inorganic clays of high plasticity
sicl- silty clay loam
MH-Elastic silts
scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity
sic -silty clay
OH -Organic clays, medium to high plasticity
c-clay
1. Suitable material for embankaaent is available OYee Q No -{indicate whe.e rotated on the sketch on
mveme side)
REMARKS:
c'
�aNN to 9J) ✓C a. ,0, d;ke �?Gar'{7 (J4{urr
2. Explain hazards requiring special attention in design (Seepove, sprina..rock eta)
GENERAL REMARKS:
�o ra t -Fa r-
24
25
11 26
11 27
123
29
30
31
32
133
1134
11 35
361111371138
113P
40
11 41
0 42
43
44
45
46
47
48
Ij 49
1150
51

r I
UNITED STATES SOIL 4405 Bland Road, Suite 210
DEPARTMENT OF CONSERVATION Raleigh, North Carolina 27609
AGRICULTURE SERVICE Telephone: [phone]
Subject: ENG - Animal Waste Investigation Date: May 19, 1994
Ralph Lanier Site
Duplin County, North Carolina
To: Dean Bingham, Civil Engineer File Code: 210
USDA -Soil Conservation Service
Room 116, Federal Building
134 North John Street
Goldsboro, NC 27530
On May 5, 1994 a supplementary geologic investigation was conducted on the subject site. A John Deere
490E trackhoe was used to excavate four test pits in the area of the proposed lagoon. See Figure 1 for a site
map with boring locations. The investigation revealed sands, clays, marl, soft sandstones and limestones in
the area of the lagoon.
The soils were composed of layers of nonplastic to slightly plastic sands (SM, SP-SM, SC). The sands were
underlain by layers of lean clays (CL) and fat clays (CH). See the soil logs for a complete description of each
test pit.
The clays were composed of layers of highly plastic fat clays (CH) and layers of medium plastic lean clays
(CL). Some of the deeper layers contain roots, wood pieces and hard calcareous concretions. In some areas,
green sand layers were observed. These clays and sands probably belong to the Yorktown (Duplin) Formation
and are Pliocene in age. The sands may be considered poorly cemented sandstones. They appeared as soft,
green layers that were not continuous in the lagoon area. This sand unit would probably behave as a soil
rather than a rock because it was easy to excavate and could be broken with slight finger pressure. The unit
would texture to a slightly plastic clayey sand (SC) or nonplastic silty sand (SM).
Below the sands and clays are limestones. In the test pits, the elevation of the soft limestone was about 48 to
51.5 feet. The limestone may belong to the Duplin Formation or the upper Castle Hayne Formation. The
surface of the limestone was soft and easy to excavate. The limestone unit hardens with depth.
The original design for this hog topping operation has a bottom elevation of 53 feet. The test pit excavated on
top of the hill along Line G indicated soft limestone about 12 feet below the surface. The planned cut would
be about 11 feet in this area. This would only allow about one foot of clay between the lagoon wastes and the
limestone in the area of Line G, Station 5+00. Also in this area, the clay layer had wood pieces and roots
mixed in with clay.
Test Holes 1 to 7 indicate 1.5 to 5 feet of surface sand layers in the area of the planned lagoon. Generally, the
sands are loose and nonplastic (SP, SM and SP-SM). The percent of fines particles in the various layers were
estimated to be between 5 to 20 percent. See attached profiles of test pits for soil layer relationships between
test pits.

/"
Recommendations
Due to sandy layers, marl and limestone in the area of the proposed lagoon, the following are recommended
for design:
1. Raise the lagoon bottom elevation from 53 feet to 55 feet. This would allow a minimum of three feet of
slight to medium plastic materials between the lagoon bottom and the limestone.
2. Blanket the inside of the lagoon with 1.5 feet of medium plastic soils (CL, SC) to control seepage or
construct the embankment with a cutoff trench and core with plastic materials. The cutoff trench should
extend through the surface sands to plastic materials. The depth of the trench will vary from 1.5 to 5 feet.
3. Sandy areas, marl and/or limestone areas exposed in the bottom of the lagoon during construction should
be overexcavated and backfilled with three feet of compacted plastic materials.
4. In Test Hole 5, wood and roots were exposed during the excavation of the test pit. If wood and roots are
exposed during construction in the clay layer, it should be removed and the depth to limestone should be
determined. A chisel plow might be useful in removing the roots and wood pieces.
5. When planned lagoon bottom grade is reached, the surface should be scarified and compacted with
sheepsfoot roller to destroy any structure and reduce permeability.
Kim Kroeger
Geologist
attachments
cc: Harry Gibson, Engineering Services Coordinator, Raleigh, NC
David Combs, State Field Office Manager, Goldsboro, NC
Michael Suggs, District Conservationist, Kenansville, NC

MAY- 4-94 WED 16:14
SCS-GOLDSPOROAO
FAX NO. 1919735U848 F. u
ex
4.0
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a
'MAY- 4-94 WED 16:15 SOS-GOLDSBOROAO FAX NO. 191Ut3bUb4b V. u15
.. SG$• tIG-576 / U. 5. OEf'ARTMCNT OF AORiCULTURE
It . 5,74 ZQJL. CQN5V"AT10K se rtvtCE,
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME. A i} L a n.or 1 -- AZSI' cr
OA'TE I - -12 - `� : COLIN'iX t"n
S. C. S. Pffm SI1F.ET NO. WORK UNTY'._
WArERSHEU AREA MEASUREKEt M
CROPL AND ACRES PASTURE ACPZS Li —,F,,%J r��r
WUQntiLb } ACRES TOTAL ACRES PONn CL. ,XS WOMC UNIT CONSERVATIONIST
SH=H Or PROMSED-POND SHOWING VP'HMM BORINGS WERE MADE (Appros. seine ].'rs f;at)
Local, rrec," p_I.r ,. ccnftr [Me of darn end t t n fv an rk�fch.
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USDA SOIL CONSERVATiotql SCpVEf
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANrf\IA 1, WASTE TREATMENT LAGOON (359)
rNAME
LOCATION
i�.
SIZE OF OPERATION. -k6po FARROW -TO*FEEDER
FARROW TO FINISH'
FARROW TO'WEAN
CONTRACTING COMPANY 7 FEEDER TO FINISH
- 'WEKN,TO"FEEDER" DESIGN DATA AND CONSTRUCTION CHECK DATA
.TBM ELEVATION S_ FEET-' -
AS DESIGNED - AS BUII.T.
INSIDE TOP -DIMENSION
DIKE TOP WIDTH
TOP OF DIKE
BOTTOM OF LAGOON
INSIDE SIDESLOPE
OUTSIDE SIDESLOPE
PIPE INVERT
CLAY LINER/CORE TRENCH
0
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES NO L---
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO
COMMENTS f) Yo`t
14- 2-2-g -J(j
SIGNATURE TITLE DATE. 2-19 —q �t
0

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IRON���iiun°�i�ninuiin
LAGOON SKETCH (optional)
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO December 21, 1993
Flood Plain Management
Services Branch
Mr. James B. Blanchard
Jim Blanchard & Associates
Post Office Box 5
Kenansville, North Carolina 28349
Dear Mr. Blanchard:
This is in response to your request for a flood -hazard
determination on a site located on an unnamed tributary to
Muddy Creek about 1,500 feet upstream of the S.R. 1801 bridge
near Lyman in Duplin County, North Carolina.
We do not have any detailed flood plain information at this
location; however, using an approximate method developed by the
United States Geological Survey, we have determined that the
100-year-frequency flood event would be about 6.5 feet above the
normal flow level in the stream. Using the survey information
you furnished with the request, the approximate 100-year flood
elevation would be 53 feet above N.G.V.D.
If we can be of further assistance in this or other flood
plain matters, please contact us.
Sincerely,
K. B. Old, Jr., P.E.
Chief, Flood Plain Management
Services Branch

JTED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
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PHgHER
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the Duplin Courthouse in 1785. T]Tc I•rescnt
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courlhouse, built in 191 l,islocatcd nitacross
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the street from file spring, Rnd stair;, lit the
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site of the original building.
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3

DUP11'n'.'-'.ountY
Planni-n- g Do"artment
<=P
February 9, 1994
Mr. Ralph Lanier.
Rt 2
Beulaville, NC 28518
Re: Flood Determination
Proposed Hog Operation
NCSR 1801 Near Lyman
Dear Mr. Lanier:
County Administration Building
P. O. Box 585
Kenansville, NC 28349.0585
Phone [phone]
1-800-488-1488
Fax [phone]
This is to response to your request for a flood
determination for the above referenced site.
According to Mr. K. B. Old, Jr. of the US Army Corps of
Engineers, the 100 year flood elevation at this site would be
53 feet above N.G.V.D. According to survey information
collected by Mr. Jim Blanchard, the existing ground elevation
of the proposed construction site is greater than 53 feet.
Existing ground elevations of greater than 53 feet in this
vicinity are determined to be outside the 100 year flood
plain.
The Duplin County Flood Damage Prevention ordinance does
not apply to areas outside the 100 year flood plain.
Therefore, construction of the hog operation would be
allowed as proposed provided the existing ground elevation of
the building site is above 53 feet.
Please be aware that permits from other federal or state
agencies may be required prior to construction.
If you have any questions or if I can be of further
assistance, please call.
Sincerely,
Michael Aldridge,
County Planner
cc: Billy Houston

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SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditionsn weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for-.,
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the locotion.
The volume of waste generated from a given number of animals will hp
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevatlnr
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these tw,
elevations for operating convenience ss site conditions permit, F.''i` as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagonn be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagnop thereby reducing odors. Solids should b+
covered with effluent at all times, When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 63.3 as narked by permanent marker. Stop pump -
out when the fluid level reaches elevation 61.3 . This temporary
storage, less 25 yr- 24 hr storm, contains 174643 cubic feet or
1306229 gallons.
_

SHEET 2 OF 2
4. The recommended maximum amount to apply Pe- irrigation is
� one (1) inch and the recommenced maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All Surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 203 feet of a
residence or within 100 feet of a well. Waste sha}l be applied in a
manner not to reach other property and poblic right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pol]utants into waters of the United States, Tho Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Nanagement, has the/ responsibility for enforcing this law.

.J
_
SEEDING RECOMMENDATIONS
AREA TO BE SEEDED: 2.17 ACRES
USE THE SEED MIXTURE INDICATED!'
u
LBS.
FESCUE GRASS aal.b0 LBS./ACRE
( BEST SUITED ON CLAYEY. OR WET SOIL CONDITIONS)
y V
SEEDING DATESt SEPTEMBER 15 TO'NOVEMBER 30
*�, s '
LBS.
PENSACOLA BAHIA GRASS a 60 LBS. /ACRE
r :.'
( SEE FOOTNOTE, NO .' 1 )
,: . •'
SEEDING DATESs MARCH 15 7b DUNE SO
_
Aa L85.
HULLED BERMUDA GRASS a 8 LBS. /AC.
(SUITED FOR MOST SOIL. CONDITIONS)
SEEDING DATESt -APAIL 1 TO DULY 31
LBS.
RYE. GRAIN .a 30 LBS. /ACRE ( NURSERY FOR FESCUE)
LBS.
RYE.GRASS.a7 40 LBS./ACRE (TEMPORARY VEGETATION)
;f
SEEDING DATE5i bECEMBER 1 TO MARCH 30
LBS.
~ APPLY THE FOLLOWING:
" ZpDa____LBS. of 10-10-10 FERTILIZER* (1000 LBS. /ACRE)
TONS OF DOLOMITIC LIME (Q TONS/ACRE)
'05110.1 HALES OF SMALL GRAIN STRAW (100 BALES/ACPE)
A�.L.SURFACE DRAINS. SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL.DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.•
1. PENSACOLA.BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIAq IT IS RECOMMENDED THAT 8
LBS./ACRE OF'COMMON BERMUDA BE -INCLUDED TO PROVIDE COMER
UNTIL BAHIA.GNASS IS ESTABLISHED.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
IS
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 124=& ft.
-------------------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
q44 r -c- o^t Im ak4q;�Ions o

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
blished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
-----------
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.

REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The the
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends blreduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should beaware that operating the system differently than assumed inthe design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
drVp|ets, greater potential for dhft, and accelerates wear of the sprinkler nozzle.
Clogging ofnozzles can result iOpressure increase. Plugged intakes orcrystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment onoregular basis to ensure
proper application rates and uniformity. Calibration at least mnmm every three years is
recommended. Calibration involves collecting and measuring flow Et several locations iD
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which 03 read the application amount without having to perform
additional om|cu|oUone. However, peno, plastic buckets, 'aro, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred toascaled container for measuring.
For stationary aphnWure, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
WhVukJ be located GkJnA a traO6eCt perpendicular to the direction of pull. Set out
collection containers 25feet apart along the tnanse(tonboth sides ofthe gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a vvind|aaa dmy, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations ofAnimal Waste Management Systems Manual

Ralph Lanier Farm AWS310194
OPERATION & MAINTENANCE PLAN
Proper lagoon 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 a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in 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 irrigated 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 fertilized 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

Ralph Lanier Farm AWS310194
Lagoon surface ~~ look for:
1' undesirable vegetative growth
2. floating orlodged debris
Embankment -- look for:
1. settlement, cracking, or"jug^holes
2. side slope stability — slumps orbulges
5. wet Vrdamp areas onthe back slope
4. erosion due bmlack orvegetation orasmresult nfwave 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 sid8wWU8. 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 beused toreduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any ofthese features, you should call anappropriate expert familiar with design mnd
construction of waste lagoons. You may need to provide e temporary fix if there is o
threat Vf@waste discharge. However, 8permanent solution should bereviewed bythe
technical expert. Any digging into lagoon dam with heavy equipment is a amhoua
undertaking with potentially serious consequences and should not beconducted unless
recommended byanappropriate technical expert.
Transfer Pumps ~~ check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. Anunusually loud orgrinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
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 time when your lagoon is at its knw/ level. This will
gUnw some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, m*paihng. Or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory ofspare parts orpumps.
° 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 |oQnnn directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

��^|m� Lanier &\8/��1O1��
.~=.Fu/�� / Farm '^""~^"."."�
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 'UOi 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 e certain rainfall amount
(you must also be recording your noinhyU for this to vvod«). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises eucesaiva|y, you may
have anoverflow problem from msurface water diversion nrthere may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
1. |nlnngdiateb after construction establish o complete sod cover on bare 80U
surfaces hzavoid erosion.
2' Fill new lagoon design treatment volume at |0001 half full of water before vvm$te
loading begins, b3hiDg care not to erode lining or bank slopes.
3' Drainpipes into the lagoon should have aflexible pipe extender onthe end ufthe
pipe to discharge near the bottom of the lagoon during initial filling or another
means mfslowing the incoming water toavoid erosion of the lining.
4' When poauih|a. begin loading new lagoons inthe spring 10maximize bacterial
establishment (due hlwarmer vveatheh.
5. It is recommended that a new |@gnnO he seeded with sludge from a healthy
working swine lagoon in the amount ofO.25 percent of the full lagoon liquid
volume. This seeding should occur at least two vveakm prior to the addition of
wastewater.
8. Maintain u periodic check on the lagoon liquid pH' If the pH falls be|Vvv 7.0. add
agricultural lime atthe rate Vf1pound per 1OOOcubic feet 0flagoon liquid volume
until the pHrises above 7.O. Optimum lagoon liquid pHimbetween 7.5and D.D.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with o technical specialist is recommended if theme
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lammon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are ooUrnunm for treatment. Pit recharge svotmms, in which one or more buildings are
drained and recharged each day, also work well.

AWS310194
• 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 level. (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 1 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.
• Don not pump the lagoon liquid level lower than 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 offlushed waste,
° gravity settling of flushed waste solids in an appropriately designed basin, or
* minimizing feed wastage and spillage.
Lagoon sludge that isremoved 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 o 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.
wDewater 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
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 Chmphar3.
When removing mJudge, 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 beremoved without liner injury. |fthe liner isdamaged itmust berepaired assoon
as possible.
Sludge removed from the lagoon has m much higher phosphorus and heavy meta
content than liquid. Because of this it should probably be applied to hand with |ovv
phosphorus and rneba| |eve|a, an indicated by soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil -test
phoophuro, 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.

AWS310194
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon 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.

• . ,
[:g:C9P►T:HRET111:4
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
(910) 796 - 7215
(910) 296 - 2160
(910) 296 - 2120
(910) 296 - 2121
(910) 296 - 2143
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 flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.

Ralph Lanier Farm AWS310194
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the 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 the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Agriment Services, Inc.
b. Contractors Address: po Box 1096, Beulaville, NC 28518
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Geno Kennedy
b. Phone: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause
AWS310194
BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (V) Flush system is designed and operated
sufficiently to remove accumulated
,[ solids from gutters as designed.
(t+� 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 Decaying vegetation(✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed {) Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
{) Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal {) Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11. 1996
10

AWS310194
Dry Manure Handling Accumulations of animal {) Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
{) Provide for adequate drainage around manure stockpiles
{) Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked (4 pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
Ad Q-
(Landowner Sig ure)
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

Ralph Lanier Farm AWS310194
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
_ Farmstead Swine production (/)Vegetative or wooded buffers:
(()Recommended best management
practices;
( ✓)Good judgment and common sense
Animal body Dirty manure ( Dry floors
surfaces covered animals
Floor surfaces
Wet manure -covered
(/)Slotted floors;
floors
(/)Waterers located over slotted floors;
( )Feeders at high end of solid floors;
(,/ Scrape manure buildup from floors;
(/))Underfloor ventilation for drying
Manure collection
Urine
(f )Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
( f junderfloor ventilation
decomposition
Ventilation
Volatile gases
(V)Fan maintenance;
exhaust fans
Dust
(,/)Efficient air movement
Indoor surfaces
Dust
(./)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti -siphon vents
Flush alleys
Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled ( )Extend recharge lines to near bottom of
points
lagoon liquid while pits pits with anti -siphon vents
are filling
Lift stations Agitation during sump { )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste { )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
(V)Correct lagoon startup procedures
(./)Minimum surface area -to -volume
ratio (✓)Minimum agitation when
pumping
( )Mechanical aeration
Irrigation sprinkler High pressure agitation (/)Irrigate on dry days with little or no wind
nozzles Wind draft (,()Minimum recommended operation pressure
(V)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11, 1996
12

Ralph Lanier Farm AWS310194
Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
{ )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure, slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition (✓)Proper disposition of carcasses
Dead animal Carcass decomposition { )Complete covering of carcasses in burial pits
disposal pits ( )Proper location / construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (,/)Farm access road
around facilities maintenance Microbial decomposition of away from
6rotiesmatter
_ Manure tracked Poorly maintained access (,()Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment: EBAE128-88NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-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 Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked (✓) pertain to this operation. The landowner I integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
FAMINE/ M.
.. -
13

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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
o Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
M 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.
M Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
ElAny method which, in the professional opiniorof 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.
t
Signature of Farm Owner) anager
Signature o echnical Specialist
Date
Date