310317_Application_20240305

4
ROY COOPER .. J -
Governor
ELIZABETH S.BISER =
Secretary QUAM
RICHARD E.ROGERS,,JR. NORTH CAROLINA
Director Environmental Quality
February 12,2024
Vaden H Bond
Vaden Bond Farm 2
152 Wash Out Ln
Wallace,NC 28466
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 pril 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@,deg.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.gov/animalpennits2024.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 ofEnvironmenta]Quality Division of Water Resources
-� S12 North Salisbury Street 1636 Mail Sen•ice Ceutbr Raleigh North Carolina 27699-1636
` 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: AWS310317
2. Facility Name: Vaden Bond Farm 2
3. Permittee's Name(same as on the Waste Management Plan): Vaden H Bond
4. Permittee's Mailing Address: 152 Wash Out Ln
City: Wallace State: NC Zip: 28466
Telephone Number: 910-285-4085 Ext. E-mail:
5. Facility's Physical Address: 270 Wash Out Ln
City: Wallace State: NC Zip: 28466
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"): Murphy-Brown LLC
10. Operator Name(OIC): Vaden H.Bond Phone No.: 910-289-5587 OIC#: 17170
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 2,448
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure 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 1/1/1984 545,883.00 83,700.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
It. 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 143-215.613, 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): V&Je'A 14. �Oyl Title:
Signature: y,-cq,N `LV, &&, A Date: 3' Ste' a y
Name(Print): Title:
Signature: Date:
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

Murphy-Brown, LLC 11/1/2011 2822 Hwy24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Vaden Bond
Farm Name: Washout Lane Farm 31317
County: Duplin
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 0
Feeder to Finish 2448
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future,you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan,if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,ft3,tons,etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean 3212 gal/yr gal/yr
Farrow to Feeder 4015 gal/yr gal/yr
Farrow to Finish 10585 gal/yr gal/yr
Wean to Feeder 223 gal/yr gal/yr
0 Feeder to Finish 986 gal/yr - gal/yr
Total - gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean 5.4 Ibs/yr Ibs/yr
Farrow to Feeder 6.5 Ibs/yr Ibs/yr
Farrow to Finish 26 Ibs/yr Ibs/yr
Wean to Feeder 0.48 Ibs/yr Ibs/yr
2448 Feeder to Finish 2.3 Ibs/yr 5,630 Ibs/yr
___]
Total 5,630 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 28.11
Total N Required 1st Year: 6587.964
Total N Required 2nd Year: 6371.7282
Average Annual Nitrogen Requirement of Crops: 6,479.85
Total Nitrogen Produced by Farm: 5,630.40
Nitrogen Balance for Crops: (849.45)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics,and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of8

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This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Lbs N utilized/unit yield
A Barley 1.6 Ibs N/bushel
B Hybrid Bermudagrass-Grazed 50 Ibs N/ton
C Hybrid Bermudagrass- Hay 50 Ibs N/ton
D Corn -Grain 1.25 Ibs N/bushel
E Corn -Silage 12 Ibs N/ton
F Cotton 0.12 Ibs N/Ibs lint
G Fescue-Grazed 50 Ibs N/ton
H Fescue- Hay 50 Ibs N/ton
I Oats 1.3 Ibs N/bushel
J Rye 2.4 Ibs N/bushel
K Small Grain -Grazed 50 Ibs N/acre
L Small Grain - Hay 50 Ibs N/acre
M Grain Sorghum 2.5 Ibs N/cwt
N Wheat 2.4 Ibs N/bushel
O Soybean 4.0 Ibs N/bushel
P Pine Trees 40 Ibs N/acre/yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/ r/animal Farm Total/ r
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
0 Wean to Feeder 0.072 0
2448 Feeder to Finish 0.36 881.28
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 881.28 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years,you will have approximately 4406.4 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre,you will need 14 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 35.2512 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type,crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content,soil
structure, soil texture,water droplet size,and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations,the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in/hr * inches
7815 4 WoA D 0.4 1
7815 5&6pvt1 FoA B 0.5 1
7815 5&6pvt2 FoA B 0.5 1
#N/A #N/A
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Additional Comments:
Bermuda may be cut for hay.
Small grain may be overseeded behind soybeans utilizing the 501b./acre
rate as shown behind corn.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Washout Lane Farm 31317
Owner: Vaden Bond
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Vaden Bond
Signature:
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: Kraig Westerbeek
Affiliation: Murphy-Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature: /� f
Date
8of8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recievinq 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 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).
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
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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 than 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
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.
2of3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
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.
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 soil 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.
3 of 3

Crop Notes
The following crop note applies to field(s): 4
Corn 1: CP, Mineral Soil, low-leachable
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.
The following crop note applies to field(s): 4
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): 5&6pvt2
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.
-- - ------
784856 Database Version 3.1 Date Printed: 10-12-2005 Crop Note Page Page 1 of 2

The following crop note applies to field(s): 5&6pvt2
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
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.
The following crop note applies to field(s): 4
Double-Crop Soybeans, Coastal Plain: Mineral Soil, low-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.
The following crop note applies to field(s): 5&6pvtl
Small Grain Cover Crop
The following crop note applies to field(s): 5&6pvtl
Pearl Millett: No Comment
-------- ------------------------- -------------
784856 Database Version 3.1 Date Printed: 10-12-2005 Crop Note Page Page 2 of 2

**RECOMMEDATION: FOR BETTER OVERLAP GROUND CLEARANCE SHOULD BE RAISED TO AT
LEAST 6 ' .
REINKE IRRIGATION SYSTEMS
PIVOT SYSTEM SPRINKLER CHART
ELECTROGATOR II 2660 Opt 57"
REINKE IRRIGATION SYSTEMS
RMCchart0.97d
CASE NUMBER: RP051714 DATE: 20 May 2005
DEALER: RAINMAN IRRIGATION CUSTOMER NAME: VADEN BOND (HOME)
NUMBER: 107159 SERIAL NUMBER: 0505-C33821-2660
NUMBER OF TOWERS: 3 NOZZLE FILES: R3000R , S3000PC
GAUGE PRESSURE: 58. 0 psi NOZZLE SELECTION OPTION: 1
TOTAL SYSTEM FLOW: 200. 0 gpm FRICTION C-FACTOR: 140
TOTAL PIPE LENGTH: 488. 0 ft COVERAGE WITHOUT GUN: 490 . 9 ft
END GUN TYPE: P85ASV ADJ. END GUN RADIUS: 60. 6 ft
SYSTEM gpm PER acre: 9 .2
LAST TOWER - TIRE SIZE: 16. 9 x 24 CENTERDRIVE: 48: 1
SYSTEM MANUFACTURER: ReinkeE2
1 160F2660 SPAN 1, 164 .3 ft, 5.79 in ID PIPE
2 156F2660 SPANS 2- 3, 156 .0 ft, 5.79 in ID PIPE
1 13GF OVERHANG, 11.8 ft, 2 .78 in ID PIPE
-----------------------------------------------------------------------
-----------------------------------------------------------------------
DISCLAIMER
The uniformity of water application obtained with this system can be
adversely affected by many variables including, but not limited to,
the improper makeup or installation of the nozzle package; obstructed
nozzles; tight and/or sloping soils; improper end gun arc settings;
incorrect maintenance of pivot pressure; unfavorable climate
conditions; and erratic and improper operating speed of the system.
Reinke Mfg. Co. , Inc. makes no warranty as to the uniformity of
the coverage to be obtained from this water application printout
other than its mathematical accuracy.
The products, which are specified as a part of this nozzle package
design, are covered by the original manufacturer's printed "Warranty
and Disclaimer" , which applies to the individual components of their
own manufacture. Reinke Mfg. Co. , Inc. cannot be responsible for
the performance of these products and makes no warranties, INCLUDING
THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSE,
where permitted by law, and does hereby disclaim any liability for
damages due to failure of these products to perform as anticipated.
-----------------------------------------------------------------------
-----------------------------------------------------------------------

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Wettable Acres Determination Certification
(Washa� La�.e Fc�-m)
Name of Facility: Facility Number:,
Owner(s) Name: c — E� �'_ -� Phone No: -
Mailing Address:
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination: All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Deterrrunation documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: Z c� c/
Owner Signature: 4 . ,_ __'
—>-- Date:-
Technical Specialist Nazne:_�5 r I r
Technical Specialist Signature: l Date: o? /
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE NTame:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
Non-Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
NVADC-7/99

Wetted Acre Determination
Producer: Vaden Bond Farm Identification: New Ground Farm
Field Determined Wetted Diameter: ABI #1 = 25V ABI #2 = 240'
Hydrant Start End Stop End Total Pull
Number Area Table/Column Middle Area Area Table/Column Area
1T .480 EE78 (B) 1.907 0.000 EE78 (C) 2.387
1B .420 E90+ (B) 4.626 0.000 E90+ (C) 5.046
1BR .420 E90+ (B) 4.626 0.000 E90+ (C) 5.046
2T .512 EE72 (B) 2.119 0.000 EE72 (C) 2.631
2B .522 EE76 (B) 4.359 0.000 EE76 (C) 4.881
2BL .462 EI72 (B) 3.665 0.000 EI72 (C) 4.127
3T .490 EE81 (B) 3.592 0.000 EE81 (C) 4.082
3TR .462 E90+ (B) 2.173 0.000 E90+ (C) 2.635
3B .420 E172 (B) 3.291 0.000 E172 (C) 3.711
3BL .490 EE81 (B) 3.258 0.000 EE81 (C) 3.748
3BLA .482 EE63 (B) 0.792 0.000 EE63 (C) 1.274
TOTAL WETTED AREA �39.57
Producer: Vaden Bond Farm Identification: Washout Lane Farm
Field Determined Wetted Diameter: ABI #1 = 251' ABI #2 = 240"
Hydrant Start End Stop End Total Wetted
Number Area Table/Column Middle Area Area Table/Column Area
1 .522 EE75 (B) 0.648 .241 EE75 (E) 1.411
2 .522 EE75 (B) 1.267 .432 EE75 (G) 2.221
3 .420 E90+ (B) 3.744 .000 E90+ (C) 4.164
4A .462 E90+ (B) 2.806 .000 E90+ (C) 3.268
413 .462 E90+ (B) 0.000 .000 E90+ (C) 0.462
5A .420 E90+ (B) 0.828 .000 E90+ (C) 1.248
513 .420 E90+ (B) 0.922 .000 E90+ (C) 1.342
6 .522 EE75 (B) 3.227 .000 EE75 (C) 3.749
7 .482 E175 (B) 2.300 .000 E175 (C) 2.782
8 .482 EI75 (B) 1.788 .000 E175 (C) 2.270
9 .482 E175 (B) 1.245 .000 1 E175 (C) 1.727
10 .522 EE75 (B) 1.444 .000 EE75 (C) ±5:
.966
11 .470 EE70 (B) 4.555 .000 EE70 (C) 25
12 .482 E175 (B) 4.044 .000 E175 (C) 4.526
13 .470 EE70 (B) 4.584 .000 EE70 (C) 5.054
TOTAL VETTED I AREA 41.22

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Narrative
Fields #1 &#2 ARE NOT NEEDED to meet the nutrient needs for this facility. If Mr. Bond wishes to
apply waste to crops in these fields, he should secure a Conditional Addemdum outlining the Crop, PAN
Amount, and Application Period ANY/ALL smallgrain crops(ie: wheat, oats, rye etc.) may be grazed or
cut for hay. If the Smallgrain crop is harvested then 1001bs N/Ac may be used in irrigation calculations.
Field Listings SOIL TYPES
Field#1 --Hyd --12-4.53Ac & 13-5.05Ac FoA
Field#2 --Hyd--11-5.03Ac FoA
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
784856 Database Version 3.1 Date Printed: 10-12-2005 Narrative Page Page 1 of 1

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ADDRESS:
( /
'
TYPE AND SIZE 1240 Topping
OF OPERATION
CLASS 11
DESIGNED BY Johnny Lanier
DATE 2 1
APPROVED BY
DATE � ' ~ �CwC'
PERMAMENT STORAGE
1240 Hogs x 135 | bs per hog 1 Cu Ft per | b . 167400 Cu Ft
TEMPORARY STORAGE
167400 | bs of animal x 1 .35 cu . ft . of waste per day 40678 Cu Ft
per 1000 | bs of animal wt . x 180 days
RAINFALL LESS EVAPORATION
7" X 44944 sq . ft . surface area per 12"per ft 26217 Cu Ft
RAINFALL - 25 YR. 1 DAY STORM
7.5" X 44944 sq . ft . of surface area per 12" per ft . 28090 Cu Ft
TOTAL STORAGE NEEDED 262386 Cu Ft
9718 Cu Yds
-
TOTAL STORAGE AVAILABLE 292000 Cu Ft
10815 Cu Yds
AMOUNT OF FILL DIKE 102840 Cu Ft
PAD 46280 Cu Ft
' ---------
TOTAL 149120 Cu Ft
SETTLEMENT 10% 14912 Cu Ft
---------
TOTAL AMOUNT OF FILL 164032 Cu Ft
6075 Cu Yds
CUT TO FILL RATIO TOTAL EXCAVATION 224400 Cu Ft
1 .4: 1 8311 Cu Yds

PAGE 3
- < �
NAME:
OPERATION AND MAINTENANCE
This lagoon is designed for waste treatment with minimum odor
contro } . The time required for the planned fluid level to be
reached may vary due to soil conditions , flushing operations , and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal . Irrigation by using center pivot , Sun , or
trav | er is the preferred and most efficient method to dispose of
the effluent from the lagoon . Care should be taken when applying
waste to prevent damage to the crops and to prevent runoff from
the fie | ds .
The following items are to be carried out :
1 . Begin pump-out of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre-determined elevation .
2 . Stop pump-out before the lagoon depth is less than 6 feet
deep or at a pre-determined depth . ( This prevents the loss of
favorable bacteria)
3. The recommended amount to apply per irrigation is one inch ,
and maximum recommended application rate is 0.5 inch per hour .
4. It is recommended that the treatment lagoon be precharged to
1/2 its capacity to prevent excessive odors during beginning
stages of the operation . Precharging reduces the concentration of
the initial waste entering the lagoon thereby reducing odors .
Solids should be covered with ' water at all times .
5. Keep vegetation on the embankment and areas around the lagoon
and buildings mowed .
6 . Repair any eroded areas and establish in vegetation .
7. The Clean Ater Act of 1977 prohibits the discharge of
pollutants into waters of the United States . The Department of
Natural Resources and Community Development (DNRCD) , Wastewater
Management Section , has the responsibility for enforcing this
| aw.
S . All surface water is to be diverted from the lagoon to an
adequate and stable outlet .

APPROXIMATE NITROGEN AND /` JSPHORUS THAT WILL BE PRO�I 0D PER
YEAR
NITROGEN (N) 29328.48LBS TONS OF WASTE STORED
41 .24TONS
PHOSPHORUS (P) 8554. 14LBS
IT IS ESTIMATED THAT APPROXIMATELY 25 % OF THE NITROGEN WILL BE
AVAILABLE FOR USE AS FERTILIZER
THE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
7332. 12 LBS.
IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND OR FESCUE
36. 66 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
IF APPLIED AT THE RATE OF 400 LBS PER ACRE ON COASTAL BERMUDA
18.33 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
� BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
� TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
� IN RALEI8H IS MAKING SOME TEST ON A LIMITED BASIS. YOU SHOULD
�
CONTACT
� AGRONOMIC SERVICES DIVISION
�
NCDA, BLUE RIDGE ROAD CENTER
� RALEI6H N.C. 27611
�
PHONE: [phone]
�
� WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
� COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
� SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
� DURING THE GROWING SEASON. '
�
|
� 70 AC OF LAND AVAILABLE FOR APPLICATION OF EFFLUENT
i
/
50AC OF CORN WILL UTILIZE 10000 LBS. OF NITROGEN
i
AC OF FESCUE WILL UTILIZE 0 LBS , OF NITROGEN
| 20AC OF BERMUDA WILL UTILIZE 8000 LBS. OF NITROGEN
BEGIN PUMPING THE EFFLUENT WHEN Bottom of outlet pipe
THE FLUID LEVEL REACHES Elev. 49.0
------------------------------
DO NOT LOWER THE FLUID ANY 3 ft . below outlet pipe
| LOWER THAN Elev. 46.0
/
------------------------------
THE EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
|
' RECOMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR AND THE
i MAXIMUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER IRR8ATION
|
|
/
'
�
�
i
|
�

NAME: Vaden Bond PAGE 5
/
SEEDING SPECIFICATIONS
AREA TO BE SEEDED 2 AC.
APPLY THE FOLLOWING
2000 LBS . 8-8-8 FERTILIZER
4 TONS DOLOMITIC LIMESTONE
200 BALES SMALL GRAIN STRAW
USE THE SEED MIXTURE
INDICATED
( ) 100 LBS. FESCUE GRASS
( ) 70 LBS. OATS
( ) 100 LBS . 8AHIA GRASS
( ) 8 LBS. WEEPING LOVE GRASS
( ) 24 LBS. HULLED BERMUDA GRASS
( ) 40 LBS. UNHULLED 8ERMUDA GRASS
DIVERT ALL WATER TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 1000 FT.
'
T .B.M. 50.00 ELEVATION
DESCRIPTION Nail set in a 4" pine approx . 150 ft .
South of sta. 8 2+ 00
VERY I- PORTANT - PLEASE READ CAREFULLY
-
----------
----------------
--------- -
THE LAGOON AND THE AREA AROUND THE HO6 HOUSES-MUST BE SEEDED WITH
EITHER A TEMPORARY OR PERMANENT GRASS, DEPENDING ON THE TIME OF THE
YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE COM-
PLETED AND READY FOR USE. (WE RECOMMD THAHAT THE LAGOON AREA, SIDE
SLOPES, DRAINS AND ETC. . AS WELL AS THE SIDE SLOPES OF THE PAD BE
SEEDED WITHIN FIFTEEN ( 15) DAYS AFTER CONSTRUCTION. THE SOIL WILL
NOT DRY OUT AS MUCH IF SEEDED WITHIN THIS TIME FRAME WHICH WILL
RESULT IN A MUCH BETTER STAND OF GRASS. )

NAME: Vaden Bond PAGE 6
�
DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION]
VOLUME = --------- --------------------------________________________
6 .0 27
DEPTH [ L X W + L X W + 4 X L X W ]
VOLUME = --------- ---------------------------------------
27
10.0 [ 200 X 200 + 140 X 140 + 4 X 170 X 1701
VOLUME = --------- --------------------------------------------------
6 .(D 27
10.0 [ 175200]
VOLUME = --------- --------
6.0 2T
292000.0 CU. FT .
VOLUME = ---------
27.0
VOLUME = 10814.8 CU.YDS.
44944.0 sq . ft .
262385.5 cu . ft . needed
SIDE SLOPES 3: 1
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! �
NAME: Vadon Bond PAGE 2
ADDRESS: Wallace , NC
TYPE AND SIZE 4-720
OF OPERATION Toppin8
CLASS
DESIGNED BY 8 W Houston
DATE 4/25/91
APPROVED BY Mh
DATE
U t�� -�
PERMANENT STORAGE
2880 Hogs x 135 | bs per hog 1 Cu Ft per | b . 388800 Cu Ft
TEMPORARY STORA8E
388800 | bs of animal x 1 .35 cu. ft ,, of waste per day 94478 Cu Ft
per 1000 } bs of animal wt . x 180 days
RAINFALL LESS EVAPORATION
7" X 64400 sq . ft . surface area per 12"per ft 37567 Cu Ft
RAINFALL - 25 YR. 1 DAY STORM
7.5" X 64400 sq . ft . of surface area per 12" per ft . 40250 Cu Ft
TOTAL STORA8E NEEDED 561095 Cu Ft
20781 Cu Y d s
TOTAL STORAGE AVAILABLE 567530 Cu Ft
21020 Cu Yds
'
AMOUNT OF FILL DIKE 154700 Cu Ft
PAD 59175 Cu Ft
---------
TOTAL 213875 Cu Ft
SETTLEMENT 10% 21388 Cu Ft
---------
`- TOTAL AMOUNT OF FILL 235263 Cu Ft
8713 Cu Y d s
�
� CUT TO FILL RATIO TOTAL EXCAVATION 1698T5 Cu Ft
�
� 0.7: 1 6292 Cu Yds
� * FILL DIRT WILL RUN SHORT DUE TO ADDING ON TO EXISTIN8 OPERATION.
! * AN IRRIGATION POND WILL BE CONSTRUCTED IN EXISTING CROPLAND TO
HAVE ENOUGH DIRT TO COMPLETE CONSTRUCTION.
* A HOLE 100 FT. BY 125 FT. , 15 FT. DEEP WITH 1 TO 1 SIDE SLOPES
WILL BE THE SIZE HOLE NEEDED FOR THE ADDITIONAL FILL DIRT.
** UNDER6ROUND ELECTRICAL AND WATER LINES & ABOVE GROUND STRUCTURES
. WILL BE INVOLVED IN CONSTRUCTION OF THE HOUSE PADS.
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PA6E 3
NAME: Vaden Bond
OPERATION AND MAINTENANCE
This lagoon is designed for waste treatment with minimum odor
contro | . The time required for the planned fluid level to be
reached may vary due to soil conditions , flushing operations , and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal . Irrigation by center pivot , solid set or
traveler is the preferred and most efficient method to dispose of
the effluent from the lagoon . Care should be taken when applying
waste to prevent damage to the crops and to prevent runoff from
the fie | ds .
The fo | | owinS items are to be carried out :
1 . Begin pump-out of the lagoon when f | uid level reaches invert
of the out | et pipes or at a pre-determined e | evation .
2. Stop pump-out before the | a3oon depth is | ess than 6 feet
deep or at a pre-determined depth . ( This prevents the | oss of
favorab | e bacteria)
3 . The recommended amount to app | y per irrigation is one inch ,
and maximum recommended app | ication rate is 0.5 inch per hour .
4 . It is recommended that the treatment | a800n be precharged to
1/2 its capacity to prevent excessive odors during beginninS
stages of the operation . Pt-echarging reduces the concentration of
the initia | waste entering the | agoon thereby reducin3 odors .
So | ids shou | d be covered with water at a | | times .
5. Keep vegetation on the embankment and areas around the | agoon
and bui | dings mowed .
6. Repair any eroded areas and estab | ish in veSetation .
�
7 . The C | ean Water Act of 19TT prohibits the discharge of
po | | utants into waters of the United States . The Department of
Natura | Resources and Community Deve | opment (DNRCD) , Wastewater
Mana8ement Section , has the responsibi | ity for en Fri rcinS this
| aw.
8. A | ! surface water is to be diverted from the | agoon to an
adequate and stab | e out | et .
CERTIFICATION:
I hereby certify that I understand the operation and maintenance
requirements stated above . Furthermore , I understand how many
acres are required in order to | and app | y the waste and that
the lagoon may have to be pumped 2 or more times a year . This
desi8n has been exp } ained to me and I agree with all provisions
stated \ n the des i8n . I a | so certify that there are no residence
other than mine or my tenants ' within 750 feet of this operation .
I understand that comp iance with this design DOES NOT prevent
someone from suinS ne because of nuisance or other reasons .
Si3nature_ ?� _ ___ Date_ 4y ______

/ z
NAME: Vaden Bond PAGE 5
SEEDING SPECIFICATIONS
AREA TO BE SEEDED 2 AC.
APPLY THE FOLLOWING
2000 LBS. 8-8-8 FERTILIZER
4 TONS DOLOMITIC LIMESTONE
200 BALES SMALL GRAIN STRAW
USE THE SEED MIXTURE
INDICATED
( �� ) 100 LBS. FESCUE GRASS
( � ) 70 LBS. OATS
( ) 100 LBS. BAHIA GRASS
( ) 8 LBS. WEEPING LOVE GRASS
( ) 24 LBS. HULLED 8ERMUDA GRASS
( ) 40 LBS. UNFURLED BERMUDA GRASS
DIVERT ALL WATER TO A STABLE OUTLET
THE NEAREST RESIDENCE IS V000 FT.
T.B.M. 50.00 ELEVATION
DESCRIPTION Nail set in 4" pine approx . 150 ft .
South of pump house .
~
VERY IMPORTANT - PLEASE READ CAREFULLY
--------------------------------------
THE LAGOON AND THE AREA AROUND THE HOG HOUSES MUST BE SEEDED WITH
EITHER A TEMPORARY OR PERMANENT GRASS, DEPENDING ON THE TIME OF THE
YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE COM-
PLETED AND READY FOR USE. (WE RECOMMEND THAT THE LAGOON AREA, SIDE
SLOPES , DRAINS AND ETC. . AS WELL AS THE SIDE SLOPES OF THE PAD BE
SEEDED WITHIN FIFTEEN ( 15) DAYS AFTER CONSTRUCTION. THE SOIL WILL
NOT DRY OUT AS MUCH IF SEEDED WITHIN THIS TIME FRAME WHICH WILL
RESULT IN A MUCH BETTER STAND OF GRASS. ) SHAPE AREA TO BE SEEDED.
INCORPORATE LIME AND FERTILIZER AND PREPARE A 3" SEEDBED. SECURE
� MULCH AND FIRM SEEDBED WITH A DISK, CULTIPACKER, OR SIMILAR EQUIP.
�
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NAME: Vaden Bond PAGE 6
DEPTH [AREA CIF TOP + AREA OF L-:CITTi iM + 4 ;; AREA CIF MIDSECTION I
VCLUME
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VCILUME
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CARROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
FARM NAME OR NUMBER
FARM DESCRIPTION
J
LOCATION .^_ 1 o h s r--- 0 r 5 ik 1 ss 1 r) s
1 Cn��nt v !�
COMPANY FARM �}
CONTRACT GROWER
t

TABLE OF COMTEKTS
Vicinity Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
ASCSField Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Soils Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Soil Investigation Worksheet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Waste Treatment Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Waste Utilization Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Operation and Maintenance Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Construction Specifications For Lagoon . . . . . . . . . . . . . . . . . . . . 8
Seeding Plan (Farm Site) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Computer Drawing of Existing Ground . . . . . . . . . . . . . . . . . . . . . . . 10
Existing Elevations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
Lagoon Cross Section Diagram . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
Computer Drawing of Proposed Lagoon & Building Pad . . . . . . . . 13
Site Balance Report . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Computer Drawing - All Data - Proposed . . . . . . . . . . . . . . . . . . . . 15
Computer Drawing - Contour Lines . . . . . . . . . . . . . . . . . . . . . . . . . . 16
Computer Drawing - Sloping Lines . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Computer Drawing - Blow-up of Lagoon Corner . . . . . . . . . . . . . . . 18
Building Pad Elevations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
Computer Cross Section - Existing - Proposed - Balanced . . . 20
-Facility Overlaid on Existing Topo Map . . . . . . . . . . . . . . . . . . . . 21

Operator:VADEN BOND Coui-y: DUPLIN Date: 103/92
Distance to nearest residence (other than owner) : 1200.0 feet
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
1440 head (finishing only) x 135 lbs. = 194400 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 194400 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 194400 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 194400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top length 155.0 feet Inside top width 245.0 feet
Top of dike at elevation 48.5 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 47.5 feet
Bottom of lagoon elevation 34.5 feet
Seasonal high water table elevation 39.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 149.0 239.0 13.0
AREA OF TOP
LENGTH * WIDTH =
149.0 239.0 35611.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
71.0 161.0 11431.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
110.0 200.0 88000.0 (AREA OF MIDSECTION * 4)
CU. FT. = P.AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
35611.0 88000.0 11431.0 2.2
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 292591 CU. FT.

i
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
155.0 245.0 37975.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 37975.0 square feet
Design temporary storage period to be 180 days.
SA. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 194400 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 47474 cubic feet
5B. Volume of wash water
c
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 = 22152.1 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 23734.4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 47474 cubic feet
5B. 0 cubic feet
5C. 22152 cubic feet
5D. 23734 cubic feet
TOTAL 93360 cubic feet
6. SUMMARY
Total required volume 287760 cubic feet
Total design volume avail.' 292591 cubic feet
Min. req. treatment volume plus sludge accumulation 194400 cubic feet
At elev. 44.5 feet ; Volume is 195910 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 268857 cubic feet
At elev. 46.8 feet ; Volume is 266532 cubic feet (start pumping)
Seasonal high water table elevation 3 q.0 feet
7. DESIGNED BY: f �- PPROVED BY:
DATE: i�57 1�-- DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
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 runoff from the field or damage
to crops. -
The following 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.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 46.8 as marked by permanent markers. Stop pump-out when
the fluid level reaches elevation 44.5 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
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. 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.

. f
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before 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 (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
i
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
In standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed 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 a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (ie-CL,SC,CH) . Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
r
,
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

f
SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED:
:.0 LBS. FESCUE GRASS S 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS S 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
S LBS. HULLED BERMUDA GRASS S 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
O LBS. RYE GRAIN S 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS S 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100 114,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 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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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
a 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.
a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a 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.
El
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).
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 temporary procedures or measures for disposal according to G.S. 106-399.4.
aL 11, LJ L/
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause OMP's to Minimize Odur Site Specific Practices
JUquid Systems)
Flush Gutters Accumulation of solids ush system is designed and operated
sufficiently to remove accumulated
so. s from gutters as designed,
emove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids Maintain lagoons, settling basins and
pits where post brooding is apparent to
minimize the crusting at solids to a depth
at no more than 6.8 inches over more than
30%of Uurfaco.
Excessive Vegetative Decaying vegetation aialairt vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge or`impoundrnanx's perimeter,
(Dry Systems)
Feeders Feed Spillage Design, operate and maintain food systems Wg-,
bunkers and troughs)to minimize the accumulation
of decaying wastage.
Clean up spillage on a routine basis le.g, 7.10 day
interval during summer; 15.30 day interval during winter).
Feed Storage Accumulations of fend residues Reduce moisture acciimulation,within and around
immediate perimeter of food storage areas by
-insuring drainage away,firom size and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and simillar high moisture grain
Products).
'
('}<inspact for and,to mc've at break-up,=accumulated c i -Z,
solids in,filter
Animal,Holding Areas Accumulations.of animalrwastes Elimin to low area that crop molsturo,along fences feed wast ......
d her locations wosto,�accumulates and
ol
Y,
11,Maiawn fence rows and frltet stnps.arourtd animal
holding areas to rn]irtirnize iccumuiati6 s of wastes
fie.inspect for-anid'riernidvi;ar'break'up accumulated
AMIC—November 11.--1,996

Dry Manure Handling Accumulations,of animal wastes I Remove spillage on a routino'basis(e.g. 7-10 day
Systems 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.
I I Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked 4-�ertain to this operation. The landownerfintegrator 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,
{Landowner Signature}
(Farm Name)-
(facility Number)
-----------
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For more information contact the Cooperative Extension Service, Department of Entomology,Box 7613,North Carolina State University,Raleigh,NC
27695-7613.
AMIC—November 1 1',_1A6

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWG) 494:9) ��
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
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 you 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.
Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of darn.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure,no surface water is entering lagoon,
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that 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_Ral�yQsjo eliminate,f urther discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
b. Stop irrigation.pump,
c. Make sure siphon occurs.
d. Stop all flows 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.
p. If holes are caused by burrowing animals, trap or remove animals and fill
--holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage 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: 919-733-3942. 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 movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or erlters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local ,SWCD office phone number - -, and local
MRCS office for advice/technical assistance phone number -
4. If none of the above works call 911 or the Sheriff's Department and explain you
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 off-
site damage,
a. Contractors Name: nd 11 1 f 4 fl
b. Contractors Address:
c. Contractors Phone:
6. CbntaGt the technical specialist who certified the lagoon RC_qnsultlng
a. Name:
b-;- -rnone:-
7. Implement procedures as adVised by DWO and technical assistance agencies to
rectify the damage, repair the system, and-reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

System Calibration
Information presented in man6facturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear- In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle we'ar results in an increase in the nozzle opening which will increase The
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will after the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in drift,
increase. Plugged
intakes or crystallization Of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the'application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guni, sprinklers should be located along,.a,-transect-perpendictilar-to the-direction-,
pull: Set 66tccilleicHion containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between.containers
7 -of.more-than 30-P&tent is cau§d-fdrd6n66Fri:_Y6u should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Certification training for Qpers?fio,,:: Management Systems Manual

0PERA`I`ION tic MAINTENANCE PLAN
Proper lagoon Iiquid maitagernent should be a year-round priority. It is especially
important to manage levels sea that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farce waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future: wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave return for staring excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour su)rm 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 fenilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a sails 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
clone by mowing, spraying, grazing, chopping, or a combination of
these-practices This should be d6he at least duce a year and-
possibly twice in years that weather conditions are favorable for
..heavy vegetative growth.
NOTE: it 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.
lrxruiiteh aim,, JIJSpei Lv'ija U1 tiic- C,aLi,c ;aguvia Sj,vuiu vc mauc: During the initial filling of,'
._ _.
the lagoon and at least monthly and after major-rainfaR and stbrm�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 snits or minerals
4. overall condition of pipes

"goon surface---look for:
I undesirable vegetative growth
2, floating or lodged debris
Embankment---look look for:
1. settlement, cracking, or "jug" holes
2, side slope stability---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to labk of vegetation or as a result of wave action
5 rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts,
Any of these features could lead to erosion and weakening of the darn. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons- You may need toprovide a temporary fix if there is a threat.
of a waste discharge. However, a permanent sblution should he reviewed by the
technical expert. Any digging into a lagoon darn with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps---check for proper operation of:
I. recycling pumps
2, irrigation purnps
Check f6r leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are ndt completely "surprised" by equipment-failure. You should perform your pumping
system-maintenance at-a-time when-your lagoon is avits low level This'will-alloW some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your-neighbor's,lagoon is full also. You should consider maintaining an-inventory of,spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
diiu pailujig fut ruiwii) away irom your jagoon anu ocher waste
treatment or storage structures. The only water that should be
coining from your lago
on is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
adequate vegetation
2. diversion capacity
3. ridge berm height

Identifiers problems should be corrected promptly_ It is advisable to inspect your system
during or immediately following a..heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the: lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup.
l, Immediately after construction establish a complete sod cover on bare sail
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at iea.st half full of water before
waste: loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling,or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin leading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather)..
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should oceour at least two weeks prior to the
addition of wastewater.
6. ........... Madiiitaih a,periiadic cliei~k on tlielagdQri Iigilii9 pH._ If thi 'Off*falls below
7.0, add agricultural lime at the rate of I pound per I000 cubic feet of
lagoon liquid volume until the.pH rises above 7.0: Optimum lagoon liquid
:
_ - pH is between 7.5`and 8.0 a . _.._ _ W, _ W .
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading-
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash Waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.
r

Practice water conservation---minimize building water usage and
spillage,from leaking waterers, broken pipes and washdown-through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than I foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets.as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed-
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam "of 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 clokird Plan to eliffiiiiate­thi possibility of a
pollutant discharge.
Sludge Removal:
Rate of 11;ig6on sludge buildup can be reduced by:

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agitator impeller
pump through large-bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area be-side 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 incorporatq.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by,the pumper or drag-line,operator will ensure that the lagoon-liner remains, n4­—
intact. Ifyou see soil material or-the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the.sludge can be
removed without liner injury. If liner is damaged it must be repaired as soon as
possible.
icii1s7i'v cu I'Lul'i ii1t; idguoll itas a inucti hirptc, pimipijorus and heavy metalcontent
than liquid. Because of this it should probably be-applied-to land,with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil-test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be.used to observe the wind direction and other conditions which
could increase the concern of neighbors.

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 j)'ipe
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 darn. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.