260008_Application_20240311

ROY COOPER � y; -� }
RECEIVED
Governor ,
ELIZABETH S.BISER
Secretary MAR 112024
RICHARD E.ROGERS,JR. NORTH
e ra Quaf ty
Director NC DEO/DWR
February 12,2024 Central Office
James Ray Hall
James Ray Hall
4275 Critter Ln
Roseboro,NC 28382
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Pennittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non-Discharge General
Permits. you must submit an application for permit coverage to the Division of Water Resources (DWR)by Agril 3,2024.
Enclosed you will find a "Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non-Discharge General Permit."The application form must be completed. signed by the Permittee,and returned to the DWR by
April 3,2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email:animal.operations(i0eq.nc.-gov
phone:[phone]
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Permits are available at
www.deQ.nc.p-ov/animalpermits2024.General permits can be requested by writing to the address above.
If you have any questions about the State Non-Discharge General Permits,the enclosed application,or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non-Discharge
General Permit
North Carolina Department ofF-nrironmentalQualitt DicisionofWaterResources
:12 North Salisbury Stratt 1636 Man 5en7oe CeuQr Raleigh,North Carolina 27699.1636
- — J' 919.7079129

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: AWS260008
2. Facility Name: James Ra\ Hall
3. Permittee's Name(same as on the Waste Management Plan): James Ray Hall
4. Permittee's Mailing Address: 4275 Critter Ln
City: Roseboro State: NC Zip: 28382
Telephone Number: 910-531-4170 Ext. E-mail:
5. Facility's Physical Address: 3366 Barbwire Rd
City: Roseboro State: NC Zip: 28382
6. County where Facility is located: Cumberland
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"): Prestaee Farms Inc
10. Operator Name(OIC): James Ray Hall Phone No.: 910-308-5448 OIC#: 26053
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 6,080
Oaeration Tvues:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(FillNerify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 5/14/1993 Full,clay 146,839.00 23,750.00 19.00
2 Lagoon 1/20/1995 Full,clay 153,378.00 26,600.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(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),sh-,ned bs the owner and a certified technical specialist,containing:
�. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
A map of every field used for land application(for example:irrigation map)
The soil series present on every land application field
The crops grown on every land application field
W. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
The maximum PAN to be applied to every land application field
The waste application windows for every crop utilized in the WUP
The required NRCS Standard specifications
,k.A site map/schematic
Emergency Action Plan
_ Insect Control Checklist with chosen best management practices noted
�. e.Odor Control Checklist with chosen best management practices noted
,<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 Permittee/Landowner/Signing 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): y/ Title:
Signature: Date: 7 y
t
Name(Print): i!�i,�' Title:
Signature: Date: 3 / — 2
Name(Print): Title:
Signature: 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
04-24-2001
This plan has been prepared for: This plan has been developed by:
James and Kim David Fairlcloth
James Ray Hall USDA-NRCS
3468 Barbwire Road 121 East Mtn. Dr.
Roseboro, NC 28282 Fayetteville, NC 28306
910-531-4476 910-484-8939 ext. 3
eveloper 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.
Si re(owner), Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By'S—?Q � f
Technical Specialist Signature i
Date
i
i
466824 ---- - --- --- -
Database Version 1.06 Date Printed: 04-24-2001 Cover Page 1

Nutrients applied in'accordance with this plan will be supplied from the
following source(s): '
Commercial Fertilizer is not included in this plan.
SS Swine Nursery Lagoon Liquid waste generated 1,161,280 gals/ ear by a
6,080 animal Swine Nursery Lagoon Liquid operation. This.production
facility has waste storage capacities of a) roximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 2676
Incorporated 4596
Injected 5062
Irrigated 2909
Actual PAN Applied
Year 1 3818
Year 2 3422
Notes:
In source ID,S means standard source,U means user defined source.
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Database Version 1.06 Date Printed: 04-24-2001 Source? e 1
466824 --------

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 A lication Factors
Application Rate Application Amount
Tract Field Soil Series dnches/hour linches)
[4234
2321 1 Autryville 0.60
2321 2 Waamm 0.72
0.60 0.72
33 Z Wagram 0.60
0.72
1 Au ille 0.60 0.72
466824 Database Version 06 1. Date Printed: 04-24-2001
��' IAF Page 1

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 be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also be
a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate I Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 g a i;ac 1 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge-Standard
Com 120 bu 150 13.161 15.48 3Q.95
_
Hay 6 ton R.Y.E. 300 26.32 ?,74 T
46.43
i 15.49 1 23.21
Soybean 40 bu —160T I4.04 14.51
29.02 43.52
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Database Version 1.06 -------------
Date Printed: 04-24-2001 Sludge Page 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.
Available Waste Storage Capacity
Source Name Swine Nursery Lagoon Liquid Design Storage Capacity(Days)
Start Date 05115 180
Plan Year Month Available Storage Capacity(Days)
1 1 -32
1 2 -44
1 3 -59
1 4 0
1 5 55
1 6 ill
1 7 80
1 8 49
9 19
1 10 40
1 11 62
1 12 83
2 1 52
2 2 76
2 3 97
2 4 117
2 5 136
2 6 156
2 7 175
2 8 180
2 9 150 2
10 135
2 11 121
2 12 106
*Available Storage Capacity is calculated as of the end of each month.
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Date Printed: 04-24-2001
466824 Database Version 1.06 D
``'' Capacity Page 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" forguidance).
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466824 Database Version 1.06 Date Printed: 04-24-2001 Specification Page 1
I

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.
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
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466824 Database Version 1.06 Date Printed: 04-24-2001 Specification Page 2
t

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 duringthe 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.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
v
466824 Database Version 1.06 Date Printed: 04-24-2001 Specification Page 3

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 a
minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
466824 Database Version 1.06 Date Printed: 04-24-2001
`�` Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 2
Corn: CP,Mineral Soil,medium leaching
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions.Plant 1-2" deep.Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till.Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool,wet soil,banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of'N is dependent on soil type.When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting.Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
Wheat: Coastal Plain,Mineral Soil,medium leachable The following crop note applies to field(s): 1,2
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2"deep 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.Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
to 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 report can also be applied at this time.The remaining
N should be applied during the months of February-March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases,insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 1,2
Cereal/Annual Rye Overseeded—Hay
CEREAL RYE
The cereal rye should be planted by October 15 to provide the best opportunity to get winter growth. The
most consistent stands are obtained from drilling rye into short(less than 3 inches tall)bermudagrass
sod. If drilling is not possible,the seeds may be broadcast on short bermuda sod followed by a light
cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be
1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the bermuda
prior to August 31. An application of 50 Ibs/acre of Plant Available N(PAN)may be applied between
September 15 and October 30. An additional 50 Ibs.acre of PAN may be applied in February-March. If
rye growth is harvested on time and does not significantly shade the bermuda,PAN rates for the
subsequent bermuda crop are based on realistic yields of bermuda. A harvest is required prior to heading
or April 7,which ever comes first. This is necessary to minimize the potential for shading Bermuda and
-- - -466824 Dat---------------- _
abase Version 1.0 Date Printed: 04-24-2001 Crop Note Page 1
i
1

reducing its yields.
ANNUAL RYEGRASS
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter growth.
The most consistent stands are obtained from drilling ryegrass into short(less than 3 inches tall)
bermudagrass sod. If drilling is not possible,the seeds may be broadcast on short bermuda sod followed
by a light cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds
should be 1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the
bermuda prior to August 31. An application of 501bs/acre of PAN may be applied between September
15 and October 30. An additional 50 lbs. acre of PAN may be applied in February-March. If additional
PAN is applied to the ryegrass in April-May,the PAN rate for the bermuda must be reduced by a
corresponding amount. This is necessary because ryegrass growth during April-May will reduce
bermuda yields and shorten the time bermuda can fully utilize the N. A harvest is required by heading or
April 7,which ever comes first to prevent shading of emerging bermuda during April-May period. To
favor the production of the bermuda,additional harvests of ryegrass will be required when the ryegrass
canopy reaches 12 to 15 inches height.
The following crop note applies to field(s): 1,2
Double-Crop Soybeans,Coastal Plain:Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations.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.
Plant 2-4 seed/row foot for 7-8" drills;4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36"rows.Increase the seeding rate by at least 10% for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen.However,applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
466824 Database Version 1.0 Date Printed; 04-24-2001 Crop Note Page 2
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Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 1.08 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 182 gpm
Wetted Diameter: 300 feet "Reflects a 10% reduction from chart
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 210 "PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 240 feet
Actual Spacing (%): 80 %
Application Rate
Application Rate= (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.31 in/hr
300 degree arc= 0.37 in/hr 330 degree arc= 0.33 in/hr
220 degree arc= 0.50 in/hr
180 degree arc= 0.61 in/hr
Traveller Speed
Travel speed= 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app_ (in.) = 0.5 inches 360 degree arc= 2.43 ft/min
300 degree arc= 2.92 ft/min 330 degree arc= 2.65 ft/min
220 degree arc= 3.89 ft/min
180 degree arc= 4.87 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: 6 inches
Velocity= 2.06 ft/sec.
Page 1

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D). Application and HandlinE Equipment
Check the appropriate box
o Existing or expanding,facility with existing waste application equipment(WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the waste
management plan: (existing application equipment can cover the area required by the plan at rates not to exceed
either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been established;
required buffers can be maintained and calibration and adjustment guidance are contained as part of the plan).
X New,expanded,or existing facility without existing waste gpi2lication equipment fors ray irrigation. (I)
Animal waste. application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan;(proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established;required buffers can be maintained;calibration and adjustment guidance are contained as part
of the plan). James Ray Halt Farfn:A F S260008—Pivot Addl.
o New_expanded.or existing facility without existing waste application equipment for land spreadin,not using spra,.
irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan;(proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established;required buffers can be maintained;calibration and adjustment guidance are contained as part
of the plan).
Name of Technical Specialist(Please Print): M. Kevin Weston
Affiliation Murphy-Brown,LLC dba Smithfield Hog Prod Date Work Completed: 2013
Address(Agency): P.O. Box 856 Warsaw,NC 28398 Phone No.: [phone]
Signature: A�—�'J�. _ Date: /l d z '
E) Odor Control, Insect Control, Mortality Management and EmcrRencv Action Plan (SD,
SI,WUP,RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist,an Insect Control
Checklist,a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):
Affiliation_ Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21,1996,when was it constructed or last expanded
1(we)certify that I(we)have attempted to contact by certified mail all adjoining property owners and all property owners who
own property located across a public road,street,or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified are
attached.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
AWC-September 18,2006 3

Version—July 20,2023\
Mortality Management Methods
Indicate which methods)will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
El A deemed composting system according to 15A NCAC 02T.0113 (a)(12)and the NC
Department of Agriculture&Consumer Services Veterinary Division's Poultry&Swine
Composter Approval Guidelines. If compost is distributed off-farm, additional requirements
must be met and a permit is required from NC DEQ.
❑ 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).
a a Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporEjr, procedures or measures for disposal according to G.S. 106-399.4.
/JO��
Sig ur of Firm Owner/Manager Date
Signature of Technical Specialist Date

EMERGENCY ACTION PLAN
PHON-E NUMBERS
DWQ 910-486-1541
EN-lERGE\iCY �IAvAGEMEvT SYSTE-'v-1 910-678-7688
SWCD 910-484-8479
( NRCS 9 =484-8939
Ties plan will be implemented in the event that wastes from your operation are leaking,
overtlo%'inJ. 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 faciliEv. The following are some action items you should take.
L. Stoothe release of wastes. Depending on the situation. this may or may not be
possible. Sugvested responses-to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. .add soil to berm to increase elevation of dam.
.,, b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reasonis) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprint iers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
ic. 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 iri_ation pump.
c. makke sure no siphon occurs.
d. Stoo all flows in the house. r1ush systems. or solid separators.

i
-�, b: Contact, the technical specialist who certified the lagoon (VRCS. Consulting
Eni*finer. etc.) - -
a. dame: CaaENA Cet Fr0d
b. Phone: !- I o- 592-- g77(. _z 4 9
: Implement procedures as advised by D% Q and technical assistance agencies to
rectift 'Che damage. repair the system. and reassess the waste manazement plan to
keeo orobierns with release of wvasies from happening again.

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SHEET i 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 placing1the first lift of fill material to get a good band .
i
EKCAVATIOW 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 ofjmaterial such as sod, roots, frozen soil , stones over
b inches in diameter, and other objectionable material . Tio the extent
they are suitable, excavated materials can be used as till . The fill
shall be brought up in approximately horizontal layers not to exceed P
inches in thickness when loose and prior to compaction . Each layer
will by 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 exicessivt=
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 fit.
------------------------------------------------
NOTE: LINERS (PARTIAL On FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
I NVEST I SAT I ON REPORT SO INDICATES OR WHEN UNSUITABLE� MATERIAL_ I S
ENCOUNTERED. DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED: IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
i
When areas of unsuitable material are encountered , they will be r�,,er
excavated below finish grade to the specified depth as MizRSUred
perpendicular to the finish grade. The foundation shall be back:iilled
as specified to grade with a SCS .approved material (ie - CL„sC,.CH)
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLAhiS FOR -MPECIAL_
COINSIDERATIONS.

SHEET 2 OF z 19
Sail 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
during placto insre ement of the liner. The moist ureucontenteofmthetl�inerantent
material shall not be less than optimum water content during Placement.
The maximum water content relates to the soil, material being n .
for effiCient use of hauling equipment andcompaction.too wet
compaction of the liner includes placement ino9ein chliftd roper
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 scarifies[ 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 t
ype liner, is the efficient construction processinog of athescompacted the
liner4
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole
compaction process. For most clay soilsg a tam placement and
roller is the preferable type of compaction equipment,- sheepsfoot
The soil liner shall be protected from the discharge of waste aLttle-t
type
of energy Pipes. This can be done by using some -
or using flexible outlets on waste pipes.
rgy dissipator{rocF:s)
Alternatives to soil liners are synthetic liners and bentonite
When these are specified, additional construction e ,
included with this Construction Specification, specifications arent
CUTOFF TRENCH:
--------------
A cutoff trench s n_ ' _ e under the embankment area when
shown on a typical v section in the ,
cutoff tren� -gall be determined by observation vationTsye ` ar,a� depth of the
mate - - s. - = foundation
VESETATION
All exposed embankment and other bare construct to the planned type of vegetation as soon as n constructed areas shall be seeded
flan according to the se Possible after ter- r_-s?ns-tr,�r-
eding specifications. Topsoil should be placsd
on .areas of the dike and pad to be seeded . Temparary seeding or mulch
ch
shall be used if the recommended permanent vegetation is cut of season
dates for seeding, Permanent `degetation 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 the will
Of 10 feet beyond the outside toe of slo e be
y removed to a minim p ctf um
the dike.
trench shall be back filled and com The tileSC, CL, or CHa pasted with goad material such as

OPERATION AND MAINTENANCE PLAN SHEET 2
______________________________
This lagoon is designed for waste treatment (permanent storage) and
1
fluid 80 oays of temporary storage. The time required for the planned
u level ( permanent and temporary storage) to be reached may
due to site conditions, weather, flushing operations and the y vary
e t
of fresh water added t� the system.
-~^' ~^^"''=, ='� rn amount
/ - ^~...
The designed temporary storage consists of 180 days storage for:
( 1) waste from animals and (2) excess rainfall after evaporation Als
included is storage for the 25 year - 24 hour storm for the location.
^ o
The volume of waste generated from a given number of animals will be
fairly tant throughout the year and from year to year, but excess
rainfall ll vary from year to year. The 25 year rainfall will no
be a fact to consider in an annual pumping cycle, but this storage
c
volume must always be available. ''
H maximum elevation is determined in each design to begin
Pumping an8 this is usually the outlet invert of pipe(s) from
building (s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit such as
weather, soils, crop, and equipment in order to apply waste without.,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 followin ' items are to be carried out:
1 . It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When 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 Ue followed . This
Plan recommendm sampling and tenting or waste (see attachment)
before land application .
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches thd elevation 47.8 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 45.7 . This temporary
storage, less 25 yr- 24 hr storm, contains 37788 cubic feet or
282657 gallons.
/

r
SHEET 2 OF 2
1F�
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maxi-mum 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 maintaiIn a vigorous stand .
h. 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.
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste util°ization fields adjacent to perennial Streams. Waste will
not be appolied in open ditches„ Do not pump within 200 feet of a
residence or within 100 feet of a well . Waste shall be ,applied .in a
manner not` to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
Pollutants into water_ of the United States. The Department of
Environment, Health, and Natural Resources, Division of Env.= ron-
mental Management, has the responsibility for enforcing this law.
t

SEEDING SPECIF�ICATIOMS
' ----------------------
AREA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.|0 LBS. FESCUE GRASS AT 60 LBS./ACRE
/ ^
[BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
' SEEDING DATES: GEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
| SEEDING DATES: MARCH 15 TO JUNE 15
8.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
--=— (SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
40.0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
2-0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
10 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4INCH ^
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
� . pEmo*ooLp, 5*HzRoRA55 15 5LowER To ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS../ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER%
UNTIL BAHIABRASS IS ESTABLISHED.

�
'
~ ~
^
SEEDING RECOMMENDATIONS
_______________________
AREA TO BE SEEDED: 1.5 ACRES
' USE THE SEED MIXTURE INDICATED:
O LBS. FESCUE GRASS @ 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
12 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS. /ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1500 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
3 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
�LL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1 . PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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U. S. DEPARTMENT Of ACRICULMIM
Soil Comrvation Swvies RC-M-40
Rev. T/91
PLAN OF EXCAVATED WASTE STORAGE PIT
s .
NAME:_ /4Ac L Date: 5
county: Cu m 3Cal.A n
Address:
Le�eTN /9o'
M 1 it CA SLOPE fro
A
t �11
AYE. TOP" ELEV.
Q�
Sao low
c /o ti
37,'o AVE. BOrTOy ELE1!. 1
CS" xck for velum cslculatiom)
Use of facility: WASTE TAEATMFn-r LAGaon
Capacity: J o 9 8 3 5 6 G 110?!s / 8 3 9 P't3
Soil Type: Wa18
Bench Mark Descr pt on z o a /7 a i , ,n BASE o c pa jN C-,V
KjftnS Fon L"R AT LoC4Tien on Tops, oLF , Jrd-f
Asluin
Bottom �
Slay. 37
Normal Liquid Level Blew. g7.
Storage for normal Precip. (+) .
Maximum Liquid Level Elev. g 7.3
25 yr. Storm Storage (+) .7 Ft.
Crest ESW Slav,
Max.Flow Depth (+) Ft.
Freeboard (+) J.o
Top of Dam Ft.
aleV. �9.0

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^
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 15866.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A' 22272 cubic feet
5B. 0 cubic feet
5C. 15867 cubic feet
51). 15867 cubic feet
TOTAL 54005 cubic feet
6. SUMMARY .
remyorary storage 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.0 inches
Freeboard===================================> 1 .0 feet
Side slopes=================================> 3'0 : 1
Inside top 170.0 feet
Inside top width============================> 160.0 feet
Top of dike 45.0 feet
Bottom of lagoon 35.0 feet
Total required volume=======================> 145205 cu. it. *
Actual design 158778 cu. ft. �
Seasonal high watertable elevation (SHWT)===> 40. 5 feet
Stop pumping elev.==========================> 41 . 1 feet *
Must be > or = to the SHWT elev.==========> 40. 5 feet
Must be > or = to min . req . treatment el .=> 41 .0 feet
Required minimum treatment volume===========> ' 91200 co' ft.
Volume at stop pumping elevation============> 93266 cu. ft.
Start pumping 43'3 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 142911 cu. ft.
Volume at start pumping elevation===========> 141562 cu. ft.
Required volume to be pumped================> 38138 cu. ft. �
Actual volume planned to be pumped==========> 4S296 cu . ft. �
Min . thickness of soil liner when required==> 1 . 5 feet
7' DEazowEo sv: J�. �J�-~- �/� o� �FFAUY�D �� �
n
DATE: DATE: -�/
.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

`
- -
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
170.0 160.0 27200.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL' DA 27200.0 square feet
Desigr temporary storage period to be 180 days.
5A. Volume --Of' waste produced
Feces & urine production in gal . /day per 135 lb- ALW 1.37
Volume = 91200 lbs. ALW/135 lbs. ALW * 1 .37 gal/day 180 days
Volume = 166592 gals. or 22271 .7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
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 = 15866"7 cubic feet

�-o r ator-a HALL BROTHERS County ; CUMBERLAND Date: 06 15,/94
RICKY & JAMES RAY HALL
Distance to nearest residence (other than owner) a 2000.0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
is sows ( farrow to finish) :w 1417 lbs. _ 0 1bs
0 sows ( farrow to feeder) .. 522 -
lbs. 0 lbs
0 head ( finishing only ) .. 135 lbs. - 0 lbs
0 sows ( farrow to wean ) lbs. --
Y0 40 head (wean to feeder) n 30 lbs. - 91200 lbs
Describe other
Tout Average Live Weight 91200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume •- 91 200 lbs. AL W x Treatment Vo 1 acme(CF)f 1 b. r=:LW
Tregtmer t Volume(CF) /I b. AL_W _ 1 C i 1 b. ALW
volume 91200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE ACCUMULATION NOT COMPUTED
D
Volume 0.0 cubic feet AT OWNERS REQUEST. REMOVE SLUDGE
4. TOTAL DESIGNED G� E� VOLUME AS NEEDED.
inside top length (feet)--------------------- ; ,
Inside top width ( feet)---------------------- 6 _ _,
Top of dike elevation (feet)----------------- 45.0
Fjca•L-•i_om of lagoon elevation (feet)------------ T:-
Freeboard ( feet)------_".-----_-.---._•_- - _
Side slopes pes ( inside lagoon ) --_------.__- --�--- - . -
Total l ;fir_*s.A.gn volume using sm^ida vora'u l,a
- ,-1.._LC`d LENGTH WIDTH f1E}=Ti-=
3.0 3.0 3.0 -, .i_i 164.0 154.0 9:: ..
AREA OF TGP
LENGTH 31 WIDTH
164.0 154.0 25256 5 (AREA OF TOP)
AREA OF BOTTOM
.. _. _ .,fl_J (AREA OF BOTTOM)
AREA OF f-.r..CT
LENGTH WIDTH * 4
137.0 i 2. 69596 (AREA OF M I DEE CT I ON :u )
CU. FT.. - L`=i E A TOP + (,i T.'i-:;1=:'., A MIDSECTION) `r' AREA '.?T' M y D E P%&-
Total Designed Volume Available _ 158778 CU. . . _

�.
--- ` u.S. DEPARTMENT OF AGRICULTURE. NC-ENG 12
'Soil Conservation Service -
Rev. 6/82
~ EARTHWORK COMPUTATION SHEET
NAME: 4203W MALL
SETTLED TOP DIKE ELEVATION 49.0
TYPE EARTHWORK: X Dike _3: 1_ SS _ 12'_Top: ___ Excav: Pad
. STATION ELEV, FILL END AREA GUM OF DISTANCE DOUBLE
GROUND HEIGHT (Sq . Ft. ) END AREAS
____( feet) VOLUME
_________ ____ __ _ _ _
-------------------
0 46.7 2.3 43.47
106 47.3 1 .7 29.07 72.54 106.00 7689
. 202 48.9 0.1 1 .23 30.30 96.00 2909
271 48.9 0. 1 1 .23 ' 2.46 69.00 170
340 48.6 0.4 5.28 6.51 69.00 449
441 46.7 2.3 43.47 48.75 101.00 4924
542 45.0 4.0 96.00 139.47 101 .00 14086
610 46. 1 2.9 60.03 156.03 68.00 10610
678 46.7 2.3 43.47 103.50 68.00 7038
_______________________
678.00 47875
=======================
1 . Double Volume of Fill = 23937.6 Cu. Ft
2. Volume of fill ( line 1/27) = 886.6 Cu. Yd '
'
3. Allowance for settlement( 10%)= 88.7 Cu. Yd.
4. Total Cubic Yds (2 + 3) ) = 975.2 Cu. Yd -
Computed by: GLENN CLIFTON
Date; 07/01/93
Checked by :

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s
Operator HALL County : CUMBERLAND Date: 05/10f9.3
Distance to nearest residence (other than owner) ; y000 feet
I
1. STEADY STATE LIVE WEIGHT
0 sows ( farrow to finish) x 1417 lbs. - 0 lbs
0 sows ( farrow to feeder) x 522 lbs. - 0 lbs
0 head ( finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3040 head (mean to feeder) ,; 10 lbs. = 91200 lbs
i
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 91200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 91200 lbs. SSLW r. Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= i CF/lb. SSLW
Volume = 91200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
4. TOTAL DESIGN VOLUME AS NEEDED.
Inside top length 190.0 feet Inside top width 125.0 feet
Top of dike at elevations 49.0 feet
Freeboard 1 .0 feet ; Side slopes 3.0 1 ( Inside lagoon)
Total design lagoon liquid level at elevation 48.0 feet
Bottom of lagoon elevation 37.0 feet
Seasonal high water table elevation 42.1 feet
Total design volume using prismoidal formula
S3/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 y 0 •3 q 19.0 11.00
AREA OF TOP
LENGTH I WIDTH
184.o 1 19.0 21 89fa (AREA
Gt OF TOP)
AREA OF. BOTTOM
LENGTH * WIDTH =
119.s} 53.0 6254 ;AREA OF BOTTOM)
AREA OF; MIDSECTION
LENGTH WIDTH * 4
1.51..0 86.0 51944 (AREA OF MIDSECTION 41
CU. FT. = [AREA TOE' + (4*ARE i M I DFSECT IONS + AREA BOTTOM] DEPTH/6
21896.0 51944.0 6 2 54.0
VOLUME OF LAGOON AT TOTAL DESTGN LIQUID LEVEL = 146839 CUa FT-

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,
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5. TEMPORARY Sl`ORAGE REQUIRED
DRAINAGE AREA:
Lagoon ] top of dike)
Length * Width =
140.0 190.0 26600.0 square feet
Buildings ( roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26600.0 square feet
Design temporary storage period to be 180 days'
5A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1 .37
Volume = 91200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume 166592 gals. or 22271.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation b; largest amounz.
180 days excess rainfall = 7 .0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 15516.7 cubic feet

r
5D. Volume of 25
year - 24 hour- storm
Volume' = 7.0 inches / 12 inches
per foot DA
Volume! = 13854.2 cubic feet
i
TOTAL REQUIRED TEMPORARY STORAGE
5A. 22326 cubic feet
5B. D cubic feet
5G. 13854 cubic feet
5D. 13854 cubic feet
TONAL 50034 cubic feet
6. SUMMARY
Total .required volume 141234 cubic feet
Total design volume avail . 146839 cubic feet
1.
Min. req. treatment volume plus sludge accumulation �912 "cubic fs.
At elev. 45 1 •feet ; Volume is 9 693 cubic feet (end pumping)
--
Total design volume less 25yr-24hr storm is 132985 cubic feet
At elev. 47.3 feet Volume is 131953 cubic Meat (start pumping"
Seasonal high water table elevation 42.1 f-et
7. DESIGNED BY: Sri.,,. �(1,6,�,', APPROVED BY a
DATE: Sf 11�93 DATE:
NOTE: SEE ATTAOHED WASTE UTILIZATION PLAN
COMMENTS

s
Operator o I-I IL_ County :a CUMBERL AMID Date= 0 05 95
Distance to nearest residence (other- than owner) : 1500.0 feet
I . AVERAGE LIVE WEIGHT (ALM
=} stews ( farrow to finish) x i417 lbs. - 0 lbs
c_i sows ( farrow to feeder) x 5
2 lbs. - 0 lbs
0 head (finishing only) 1
3 lbs. = 0 1bs
0 sows (farrow to wean) 4.33 lbs. - 0 lbs
3040 head (wean to feeder) v =c_} l bs= = 91200 lbs
Describe other o :}
Total Average Live Weight'- 91200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME CR LAGOON
Volume = 91200 200 lbs. ALW x Treatment Vol ime(CF) /1 b z ALW
Treatment Volume(CF) /1be ALW = I CF/1b= ALW
Volume = 91200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE ACCUMULATION NOT COMPUTED
3TED
Volume = 0.0 cubic feet AT OWNERS REQUEST. REMOVE SLUDGE
4= TOTAL DESIGNED VOLUME AS NEEDED
Inside top length ( feet)------------ ...-..,....,.,. - 140
Inside top width ( feet)---------------------- 190.0
Top of dike elevation (feet)----------------- 4?- w1
Bottom of .lagoon elevation (feet). -..____-••_•__---•-- 9. 5
1 -
k.`rP hs Dr1'�r d , ( f ee y)---L —.--..---_..—..—.—.�w...--...__._._...�.........__..—......_....._... a i„i
Side slopes (inside lagoon)------------------ _ _ v _
Total design volume using prismoidal formula
SSr END1 SS/END2 SS/SIDEf SSl S f DEy LENGTH
q WIDTH y'"�^=`i
AREA OF TOP
LENGTH I WIDTH =
AREA i..11 BOTTOM
LENGTH t WIDTH
80.0 .0�
- 0 10::400 (AREA i�F BOTTOM!
AREA OF MIDSECTION
LENGTH # WIDTH * =4
107.0 157.0 67196 (AREA
.'• MIDSECTION .EG 4)
CU, FT. - E AREf t TOP K;;kEyREA MIDSECTION) + AREA BOTTOM] DEPTH/6
6%1 _ i_i 1400, _ 1 _
Total e5 fined Volume Available - 15Z378 U, FT--

t
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA;
Lagoon ) (top of dike)
Length * Width =
190.'0 125.0 23750.0 square feet
i
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 23750.0 square feet
Designitemporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 91200 Leas. SSLW * CF of Waste/Lb. /Day 180 days
Volume = 22326 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirc.ulatE
the 'Lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day 180 days storage/7.48 gallons
Volume = 0.0 cubic -feet per CF
5C. Volume of rainfall in excess of evaporation
Use eriod ,f time when rainfall exceeds eva Dora;_.ion by larcest amotAl-It,
1eO days excess rainfall
7.0 inches
V01ume -- 7.0 in x DA / 12 inches per foot
Volume 4-3854.2 cubic feet

9/0
5D. Volume of 15 year - 24 hour storm
Volume n 7.0 inches f 12 inches per foot LEA
Volume = 15516.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 22272 cubic feet
5B. 0 cubic feet
5C. 15517 cubic feet
5p• 15517 cubic feet
TOTAL 53305 cubic feet
6. SUMMARY
Temporary storage period====________________:. 180 days
Rainfall in excess of evaporation===========::> 7.0 inches
25 year - 24 hour rainfall=-===------_-__-- 7.0 inches
1 .0 feet
Side 51apes==___________________=________ -:' 3„0 . 1
Inside top length=-=__====_==___==_===_=__-• 140.0 feet
Inside top !Width==__________________________: 1?0.0 feet
Top of dike elevation====================== 49= 5 - eet
bottom of lagoon elevation====_____________ 39.5 feat
Total required tivl!!me====___________________;: 144505 cu. ft_ k
Actual design volume________________________._: 151378 cu. ft_ �
Seasonal high watertable elevation (S!-tWT)===> 45.4 feet
Stop pumping elev.=-=-____--_______________ 45.7 feet
Must be > or = to the SHWT elev. ____=_____-. 45.4 feet
Must be = or = to min , req . treatment el .=> 45= 5 feet
Required minimum treatment volume===========> 91200 cu. ft
Volume at stop pumping elevation============: 91557 cu. ft.
Start pumping elev, ________________________ 47.8 feet
Must be at bottom of freeboard & 25 yr. rainfall_
Actual volume less 25 yr.- 24 hr. rainfall==::> 1=7861 cu. ft.
Volume at start pumping elevation===========;> 136582 cu. ft.
Required volume to be pumped=======:=========:> 37799 cu. f t„
Actual volume planned to be u � f _
p p aped=====_____;• s:�.:5c_�,�5 c!,!. � i .,
Min . thickness of soil liner when required==::> 1 „ 5 fee
7. DES I CNED BY: APPROVED BY a
?SATE a l I xo(9 5 DATE
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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' U. S. DEPARTMENT OF AGRICULTURE MC-ENG-40
Soil Can"rvation Service Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAM: /fA L L Date:
county: Cu r+n
Address:
LENGTH /90'
EI DE SLOPE--?_TO 1
M`
o� o `` q9'0 AVE. TOP' ELEV.
Q~
SECTION
/ 7
W / I
AVE. BOrroti ELEV. /
L EN6TH //8 r
(U* back for vote calculatiam)
Use of facility: WASTE TAEATMEn-r LAGoon
Capacity: /o 9 8 3 56 G llons / *e- 83 5P Ft3
Soil Type: WaB
Bench Mark Description zoo fi o t t- n C3 AS E e c Pa i v ER Oo c e
rR,uns r-oia uUfa AT 40CATien on 'rope. QLEU, �D.O
_ gssun+�
Bottom Elev. 37.o
Normal Liquid Level Elev. 917.3
Storage for normal Precip. (+) Ft,
Maximum Liquid Level Elev. Z/7 3
25 yr. Storm Storage (+) .7 Ft,
Crest ESW Elev. —
VAX,F1 ear Ft.
Freeboard (+) /.o Ft.
Top of Dam Elev. Y9.0

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---
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I_SS�cY71Q.�3—A-3�.�2!
! -- I— ------,— tom'-' - .- - - ---�----'--_____--------
----- -- -- --- -- -1l A!e_�_
- 304-o Wean-�eepEa,
-- TO PO tN�LAGOOrI � BurLDerybS
— -- -------------�---_ _ - _$CA4��I"=_,Poo --- --
l0 Squares ra the 7nc:a --

V �
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a - U. S. 0VARTIo;,:)ei of AGRICULTURE J
Soil Consavatian $"vice MC-ErrG-40
Rev. 7/91
j
'PLAN OF EXCAVATED WASTE STORAGE PIT
EGA L-L-
Date:_ t 20 95
county:
Address: Qos a So a a
c SEE To Po SuRUEy
IEMI H !7o
at , SIDE sups 1 ra 1
o 4g 5 /
�a AYE. 1UP ELEY.
QF'
SECTION
AVE. 80Mu wtv. %
CS" but for voluo Calculations)
Use of facility: Ar), na A i, WASYe T-kE-A-rm e n-r~ L A Gook
Capacity: _ r ,c�7 zr Gacllons I s 3 3 78 Ft3
Sail Type:
Bench Mark Descript�,on n p , r 5" P, 7 7 e e E L G C A TEO d!JP yea x
3a' S.3it/ OF S�AT�an A - 3 +oo -
Bottom ,
��- 39.5
Normal Li quid Level glev. 4-7 8
Storage for normal Precip. (+) _ Ft.
Max;nm,,. LiQnid Level Elev. 4.7.B
25 yr. Storms Storage Ft.
Crest 1SW
Max.Flow Depth (+) _ Ft.
Freeboard 0-) e.a Ft.
Top of Dam Elay. ¢�

OH-Uer-1.44
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
fi2iiiiitii --HAUL
in
CUMBERLAND County, North Carolina
Designer GLENN CLIFTON Chiecker
Date e 07f O1!9:
Date
Job Number 045 - --
PAD FILL.
** EXCAVATION fi FILL
Width
..11To,p{.., Left Right Off-CL � CL /Dirt � tA.rre—a UcI�. me` ' Area �`•^�.olume
` i d 1 h SS SS (f L) � S to L i r) ! (Sq t) (C{.. . d'...7 7 i (Sq F t) (L+{..j.Yd s)
S ,
170 4 Q 4: 1 11{,.0 +40 0.0 353.8
x 0.0 i 447.3
170 4e1 401 110.0 2+-75 t 0,0 1 336.4
F 755.6
329.5
i
85 r 0.0 � ^1{=74=4
170 01 4:1 110.0 0 3+-85 ; 0.0 5.:'n r,
7�-.
15 Lin0 : ��9�7
_ _4
170 4a1 4: 1 110.0 4-+-00 0<0 1 527. 5
r

OR-Vur-1.44
�
' US Department of Agriculture
Sail Conservation Service
.
^ '
PLANNED
QUANTITY CALCULATIONS
pre ed for
- in
CUMBERLANQ County, North Carolina
` Designer : 8LENN CLIFTON Checker
Date : 07/01/93 Date
Job Number 044
LAGOON EXCAVATION
| ** EXCAVATION FILL **
Bat Left Right Off-CL | CL Dist | Area Volume | Area Volume
Width SS SS ( ft) | Sta ( ft) | (SqFt) (Cu.Yds) | (GqFt) (Cu.Yds)
. ^ .
. ' .
53 3: 1 3:1 136.0 | 1+22 752.4 | 0.0
| 78 2278.4 0.0
53 3:1 01 136.0 | 2+00 | 824.9 | 0.0
� 72 | 4759.0 | 0.0
53 3:1 3: 1 136.0 ( 2+72 1 1035.6 0.0

4
M
19
SHEET ? OF
Soil lineri 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 ma..imum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction . Proper
compactionlof 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.
i
The singleimost important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste nutlet
Pipes. This can be done by using some type of energy dissipator-( rock:s)
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 s under the embankment area when
shown on a typical section in the p The final depth of the
Cu
tre all be determined by observation o . p foundation
mate - s.
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 dire and pad to be seeded . Temporary seeding or mulch
shall be used if the recommended permanent vegeta t on is out of season
dates for seeding . Permanent vegetation should be established as soon
as passible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountereds the tile will be removed to
of 10 fret beyond the outside toe of slope of the dike. The t he
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SPECIFICATIONS FOR CONSTRUCTION OF ?BASTE TREATMENT LAGOONS
---------------------------------------------------------- .
Clearing ;
All trees and brash shall be removed from the construction area
bef6re any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one ( .1)
inch in diameter shall be removed to a minimum depth of one ( i)
-Foote Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material . Lagoon site (and pad site if needed ) to be
stripped of topsoil (39 and stockpiled for use on dike and pad
slopes (2-39 o The topsoi ling quantity is in excess of amounts
specified on page one ( 1 ) ,
Cut--off Trench-.
---------------
A cut-off. trench (when specified) shall be installed as shown in
the plans:
Construction;
;
-------------
Construction of excavated and earth f i l l areas shall be performed to
the neat lanes and grades as planned. Deviations from this will
require prior approval of the SCS a Earthf i 1 l shall be placed in
max . of 6" lifts and not placed In standing wa ster m Coma-action shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed ng -
� using
.
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered , they will need to
be excavated ti! minimum of one (1) foot below grade and back f i l led an
compacted with a trv,,,,sCS approved material ( ie-CL 4SCn CH) = Refer to the _ow l
investigation information in the plans,; a for special considerations,
i-- _ a
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation ;
All exposed embankment and Bother bare�. Lot: constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon ;s designed for waste treatment ( permanent storage) with
min . odor control . The time required for the planned fluid level to be
reached (permanent + temporary storage) y vary 1 a
I� ! tee, may y date to 502.a conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on u 1 ) waste from animals; 2) excess rainfall after evaporation ;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated fromm
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest b months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of e inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider-
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
bh_lildind (s) . if the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (G feet) .
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching .
Lard application of waste hater is recognized as an acceptable
method of disposal . Methods of application include solid set,
center pivot, runs; and traveling gun irrigation . Care should be
taken when applying waste to prevent damage to crops.
The following .items are to be carried oul-g
l.. it is strongly recommended that the treatment lagoon be pre--
charged to 1/2 its capacity to prevent excessive odors during
Start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all t When i- 7 t_1TIl=�. ;'i._i, pret=.I�+,rq.s.n�] :1.� �;:im�.4eteS;
flush buildings with recycled lagoon liquid. Fresh wager should not
be used for flushing after initial filling,
2. The attached wash utilization plan shall all be
followed. This
planrecommends sampling and testing of waste (see attachment)
before land application .
3. Begin pump-out of the lagoon when fluid level reaches
tion 47.3 as marked by permanent marker. Stop pump--out when
the fluid level reaches elevation 45. 1 or before the fluid ^'::5r-•1••'•
is
less than 6 feet ,deep ( this Prevents the loss of favorable
bacteria) . T h, danign tempnrary stnrage3 less 25 year St Qrm
is 36160 cubic feet or 270626 gallons. As stated before,o h;
r_ re, ::_w
volume will vary considerably from year to year.

4, The recommended maximum amount to apply per irrigation is
Ong (1 ) inch and thm r°commended maximum application rate is 0.3
inch per hour;
i
5. Keep vegetation on the embankment and areas adjacent to the
lagoon moved 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 vegetations
7. All surface runoff is to be diverted from the lagoon to stable
outlets,
8_ Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. .Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 'feet of a well .
9. The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law:

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