310283_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage -
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application nos(be signed and dated by the Perinittee.
I. I=Number: 31-0283 Certificate Of Coverage Number: AWS310283 _
2. Facility Name: Pig City
3. Landowner's Name(same as on the Waste Management Plan): Walter Stuart Davis
4. Landowner's Mailing Address: 800 Abner Phillips Rd
City: Warsaw State: NC Zip: 28398
Telephone Number: 910-293-2904 Ext. E-mail. sa^�^
5. Facility's Physical Address: 902 Abner Phfllips Rd
City: Warsaw State: NC Zip: 28398 _
6. County where Facility is located: Duolin
7. Farm Manager's Name(if different from Landowner): Walter Davis
g, Farm Manager's telephone number(include area code): 910-290-1320 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): SM IIA Ae l /
10. Operator Name(OIC): 5.I1fM4-5 Phone No.: OIC#:
11. Lessee's Name(if there is not a Lessee,write"None"): N till
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 2,600 ✓`
Operation Types:
Swine Cattle Dry Paul(" 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 Pallets 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 Poulny
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following irforrnation is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) I (Square Feet) (Inches)
1 q Z , 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to fire address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),awned by the owner and a certified technical specialist,containing:
tr The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
rb: A map of every field used for land application(for example: irrigation map)
v,c- The soil series present on every land application field
,67 The crops grown on every land application field
.t< The Realistic Yield Expectation(RYE)for every crop shown in the WUP
4 The maximum PAN to be applied to every land application field
The waste application windows for every crop utilized in the WUP
df The required NRCS Standard specifications
A site map/schematic
Emergency Action Plan
e/�Insect Control Checklist with chosen best management practices noted -
S. Odor Control Checklist with chosen best management practices noted
V�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
}'our facility.
8! Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all tire CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any 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 pumshmint'by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: WAL�>!✓✓ J �` `( Title:
Signature: �'? �� / �/ Date:
Gl `
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699,1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 0212019

Nutrient Management Plan For Anneal Waste Utilization
06-18-2015
This plan has been prepared for: This plan has been developed by:
Pig City Nursery 31-283 Bill Thomas
Davis Stuart Walter NRCS
800 Abner Phillips Rd 165 B Agriculture Drive
Warsaw, NC 28398 Kenansville, NC 28349
910-290-1320 910-296-2120
&Y/41
Developer 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 Sp gifications cerni animal waste management that are included with
this plan.
2
J
ignatu (o e) ate
�0
ignat u'e(manager •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: "A"
Technical Specialist Signature Date
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101040 Database Version 4.1 Date Printed: 06-18-2015 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.
S5 Swine Nursery Lagoon Liquid waste generated 496,600 gals/year by a 2,600 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 895
Incorporated 1074
Injected 1074
Irrigated 895
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied (Gallons) Deficit(Gallons)
Year 1 895 2629 -1,734 1,458,586 -961,986
Year 2 895 3462 -2,567 1,92o,624 -1,424,024
ote:----------------------------------------------------------------------------------------------------------------------------------------------
Note: bt source ID, S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
101040 Database Version 4.1 Date Printed: 06-18-2015 Source Page I of I

Narrative
This WUP is based on wettable acres done by Bill Houston and Bill Thomas. Mr Davis may irrigate on
remaining acres at rates in WUP.
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101040 Database Version 4.1 Date Printed: 06-18-2015 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Plaimed Crops Sunnuary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
73246 P-1 10.80 3.85 N/A Norfolk Corn,Grain 115 bit.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bit.
73246 1 P-2 10.801 3.38 N/A Norfolk Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
73246 P-3 4.55 4.55 N/A Norfolk Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
73246 P-4 4.551 4.55 N/A Norfolk Coot,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Mortared,Double Crop 35 for.
PLAN TOTALS: 30.70 16.33
Li Potential Leachh!g Technical Guidance
<2 Low potential to conk ibute to solu ble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conseivation practices that improve
nutrient leaching below the root zone. [Ile soiIs available water holding capacity and improve nutrient it se efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge no ients,Sod-Based Rotation s
(328),Long-Term No-Til 1(778),and edge-of-field practices such as Fi het,Strips(393)and
Riparian Forest Buffers(391).
101040 Database Version 4.1 Date Printed 6/18/2015
PCs Page 1 of I
NOTE: Symbol "means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fort. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Regd Applied Applied (acre) (acre) (Field) (Field)
Qbs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N MeritedN aal/A Tons 1000 gals tons
73246 1 P-1 SS INorfolk 10.80 3.85 Com,Grain 115 bu. 2/15-6/30 131 0 1 20 1 Irrig. 111 6158 0.00 237.09 0.00
73246 P-1 SS Norfolk 10.80 3.85 Wheat,Grain 60 bu. 911-4/30 125 0 0 1 Irdg. 50 27.74 0.00 106.79 0.00
73246 P-2 S5 Norfolk 10.80 3.38 Com,Grain 115 bu. 2/15-6/30 131 0 20 Irrig. 111 61.58 0.00 208.14 0.00
73246 P-2 S5 Norfolk 10.80 3.38 Wheat,Grain 160_bu. 911-4/30/30 125 0 0 Imig. 50 27.74 0.00 93.76 0.00
73246 P-3 S5 Norfolk 4.55 453 Com,Grain /30 131 0 20 Irrig. 111 61.58 0.00 280.19 0.0073246 P-3 S5 Norfolk 455 4.55 Wheat,Grain /30 125 0 0 Irrig. 50 27.74 0.00 126.21 0.0073246 P-4 S5 Norfolk 4.55 455 Com,Grain /30 131 0 20 brig. 111 6158 0.00 290.19 0.00
73246 P-4 SS Norfolk 4.55 4.55 Wheat,Grain 130 125 0 0 brig. 50 27.74 0.00 126.21 0.00
Total Applied,1000 gallons 1,458 59
Total Produced,1000 gallons 496.60
Balance,1000 gallons -961.99
Total Applied,tons 0.00
Total Produced,tons L��� 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased, otherwise, owned. 2. Symbol means user entered data.
101040 Database Version 4.1 Date Printed: 6/18/2015 WUT Page 1 of 2

Waste Utilization Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Pert. Qbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient polled Applied Applied Applied
Read Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/A) (lbs/A)
Source Total Use, Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Metlad N gal/A Tons 1000 gals tons
73246 P-1 S5 Norfolk 10.80 3.85 Wheat,Grain 60 bu. 9/1-4/30 1 125 0 1 0 1 Irrig. 751 41.61 0.001 160.191 0.00
73246 P-1 S5 Norfolk 10.80 3.85 Soybeans,Manured,Double Crop 35 bu. 411-9/15 137 0 0 Irrie. 137 76.01 0.00 292.62 0.00
73246 P-2 S5 Norfolk 10.80 3.3S Wheat,Grain 60 be. 9/1-4/30 125 0 0 brig. 75 41.61 0.00 140.64 0.00
73246 P-2 S5 Norfolk 10.80 3.38 Soybeans,Manured,Double Crop 35 bu. 4/1-9115 137 0 0 brig. 137 76.01 0.00 256.90 0.00
73246 P-3 S5 Norfolk 4.55 4.55 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 75 41.61 0.00 189.32 0.00
73246 P-3 SS Norfolk 1 4.551 4.55 Soybeans,Manured,Double Crop 35 bu. 4/1-9/lo 137 1 0 Im.- 137 76.01 0.00 345.821 0.00
73246 P-4 S5 Norfolk 1 4.55 4.55 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 brig. 75 41.611 0.00 189.32 0.00
73246 P-4 S5 Norfolk 4.55 4.55 Soybeans,Manured,Double Crop 35 bu. 4/1-9/ 55 137 0 0 ]Trig. 137 76.01 0.00 345.82 0.00
Total Applied, 1000 gallons 1,920 62
Total Produced,1000 gallons 496.60
Balance,1000 gallons -11424.02
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.03
Notes: 1. In the tract column,-symbol means leased, otherwise, owned. 2. Symbol *means user entered data.
101040 Database Version 4.1 Date Printed: 6/18/2015 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
73246 P-1 Norfolk 0.50 1.0
73246 P-2 Norfolk 0.50 1.0
73246 P-3 Norfolk 0.50 1.0
73246 P-4 Norfolk 0.50 1.0
I01040 Database Version 4.1 Date Printed 6/18/2015 IAF Page I of I
NOTE: Symbol "means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number ofacres 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 fates. 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 Minimum Acres Minimum Acres Minimum Acres
Ib/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge- Standard
Corn 120 bu I50 14.69 5.93 11.86 17.79
Ilay 6 ton R.Y.E. 300 29.38 2.96 5.93 8.89
Soybean 40 bu 160 15.67 5.56 11.I2 L6.68
_...__-------- ....__....--__ --------------------------- _._..-------------------_ ----___________.__._..__._—..__
101040 Database Version 4.1 Date Printed: 06-18-2015 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of then umberofdays of storage
capacity available at the end of each mouth 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 ofthe facility. Ifthe available storage capacity is greater than the design storage
capacity,this indicates thatthe 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 9/1 180
Plan Year Montt Available Storage Capacity(Days)
1 1 28
1 2 148
I 3 180
I 4 180
1 5 180
1 6 180
I 7 149
1 8 118
L 9 171
1 10 180
1 11 180
1 12 180
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 149
2 11 119
2 1 12 88
*Available Storage Capacity is calculated as of the end of each month.
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101040 Database Version 4.1 Date Printed: 06-18-2015 Capacity Page I of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation o►° land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
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101040 Database Version 4.1 Date Printed: 6/18/2015 Specification Page I
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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.
S. 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.
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101040 Database Version 4.1 Date Printed: 6/18/2015 Specification Paget
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15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
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101040 Database Version 4.1 Date Printed: 6/18/2015 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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101040 Database Version 4.1 Date Printed: 6/18/2015 Specification Page 4

Crop Notes
The following crop note applies to field(s):P-1,P-2,P-3,P-4
Corn: CP, Mineral Soil,medium leaching
hr 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 handed 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 Ibs/acre N and 20-30 Ibs/acre phosphorus handed 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): P-1,P-2,P-3,P-4
Wheat: Coastal Plain,Mineral Soil,medium leachable
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
"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 Ibs/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.
101040 Database Version 4.1 Date Printed: 06-18-2015 Crop Note Page 1 of 2

The following crop note applies to field(s): P-1, P-2,P-3,P-4
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 Pall. 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.
-------------------------------------- -- -- --------------- ------ ----- ---------------------- ----- --- --- --- ------------------ --- --- - --
101040 Database Version 4.1 Date Printed: 06-18-2015 Crop Note Page 2 of 2

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Harr Hose TraveNnIng Germ System
1. Farm number(identification) -. 1 d ? A� Field number(identification)
2. Irrigation system designation�/'Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes 1. # Exterior lanes feet] Length of pull(LI)
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#Interior lanes #Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter r)Q [feet] from Field Data Worksheet
S. Spacing
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7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and colunm
based on pattern, spacing, and travel lane location.
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(c) Acres stop end of pull from Table e /�70 Column s:
93 �
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¢ (Pull length (, 't4 [feet] X Wetted width ',,A 0 tl [feet]) /431560
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( Total acres for travel Ilan length (1,2) (Sinn: a + ➢n + c)
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(b) Acres middle portion of pull (L3)
(Pull length [feet] X Wetted width [feet]) /43,560
(c) Acres stop end of pull from Table Column
Total acres for 4rave➢Ilan length (11,3) (Sum: a + ➢n + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field.Add all of these, and this is the total irrigated acreage for the field.
f+ter C (a) Acres per travel lane length (LI) X #Lanes = Acres
d (b)Acres per travel lane length (L2) X #Lanes = Acres
(c) Acres per travel lane length (L3) X #Lanes = Acres
c
[ (9 [ Total Cf4WMP wettable acres for field (Sum: 8a+ 8➢n + 8c)
Wettable Acre Computational Worksheet Completed by: t f,) _-.. _ Date: lO
Signature of technical specialist

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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
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 beat 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
L—7 13B .0200.
URendering 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 DEC.
( a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
u NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinioneof 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 beAone 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 tem brary procedures or measures for disposal according to G.S. 106-399.4.
I �1.
S gnatu r wner/Manager Date
Signature of Technical Specialist Date

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead ® Swine production ❑ Vegetative or wooded buffers
❑ Recommended best management practices
❑ Good judgment and common sense
Animal body ® Dirty manure-covered ❑ Dry floors
surfaces animals
Floor surfaces ® Wet manure-covered floors ❑ Slotted floors
❑ Waterers located over slotted floors
❑ Feeders at high end of solid floors
❑ Scrape manure buildup from floors
[3 Underfloor ventilation for drying
Manure collection ® Urine ❑ Frequent manure removal by flush, pit recharge,
Pits ® Partial microbial or scrape
decomposition ❑ Underfloor ventilation
Ventilation exhaust * Volatile gases ❑ Fan maintenance
fans ® Dust ❑ Efficient air movement
Indoor surfaces • Dust ❑ Washdown between groups of animals
❑ Feed additives
Feeder covers
❑ Feed delivery downspout extenders to feeder
covers
Flush tanks ® Agitation of recycled lagoon ❑ Flush tank covers
liquid while tanks are filling L7 Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys ® Agitation during wastewater ❑ Underfloor flush with underfloor ventilation
conveyance
AMOC - November 11, 1996, page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points ® Agitation of recycled lagoon O Extend recharge lines to near bottom of pits with
liquid while pits are filling anti-siphon vents
Lift stations @ Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain ® Agitation during wastewater D Box covers
collection or junction conveyance
boxes
End of drainpipes ® Agitation during wastewater O Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces ® Volatile gas emissions O Proper lagoon liquid capacity
• Biological mixing EI Correct lagoon startup procedures
® Agitation 0 Minimum surface area-to-volume ratio
0 Minimum agitation when pumping
13 Mechanical aeration
13 Proven biological additives
Irrigation sprinkler ® High pressure agitation 13 Irrigate on dry days with little or no wind
nozzles ® Wind drift 0 Minimum recommended operating pressure
17 Pump intake near lagoon liquid surface
0 Pump from second-stage lagoon
Storage tank or ® Partial microbial O Bottom or midlevel loading
basin surface decomposition O Tank covers
® Mixing while filling 0 Basin surface mats of solids
e Agitation when emptying C7 Proven biological additives or oxidants
AMOC -November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Settling basin surface ® Partial microbial O Extend drainpipe outlets underneath liquid level
decomposition 0 Remove settled solids regularly
® Mixing while filling
• Agitation when emptying
Manure, slurry, or ® Agitation when spreading 0 Soil injection of slurry/sludges
sludge spreader . VoIatile gas emissions O Wash residual manure from spreader after use
outlets 0 Proven biological additives or oxidants
Uncovered manure, * Volatile gas emissions while 0 Soil injection of slurry/sludges
slurry, or sludge on drying 0 Soil incorporation within 48 hours
Meld surfaces 0 Spread in thin uniform layers for rapid drying
0 Proven biological additives or oxidants
Dead animals ® Carcass decomposition 0 Proper disposition of carcasses
Dead animal disposal ® Carcass decomposition O Complete covering of carcasses in burial pits
pits 0 Proper location/construction of disposal pits
Incinerators o Incomplete combustion O Secondary stack burners
Standing water ® Improper drainage O Grade and landscape such that water drains away
around facilities e Microbial decomposition of from facilities
organic matter
Manure tracked onto ® Poorly maintained access 0 Farm access road maintenance
public roads from roads
farm access
AMGC -November 11, 1996, page 3

Additional Information: Available From:
Swine Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU— BAE
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88 NCSU— BAE
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88 NCSU— BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU— BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU— BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU— Swine Extension
Environmental Assurance Program; NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC - November 11, 1996, page 4

Page 1 of 1
M�

This plan will be implemented in the event that animal manure or lagoon effluent from your
operation is lealdng, overflowing, or running off the site:
Step (1) Stop the release or flow of manure/effluent.
Step (2) Assess the extent of the spill and note any obvious damages.
Step (3) Contact appropriate personnel and agencies.
Murphy Family Farms: 800-311-9458 or 910-289-6439 (See Land&Nutrient Management
phone list attached.)
Department of Environmental Management(DEM)Regional Office: -
DEM after hours emergency: 919-733-3942
Local Emergency Management System
Local Natural Resource Conservation Service:
Local Cooperative Extension Service:
Local Soil and Water Conservation District:
Local dirt-moving/heavy equipment companies:
Name Phone #
1.
2.
3.
Local contract pumping/irrigation equipment companies:
Name Phone#
1.
2.
3.
Step (4) Implement procedures as advised by MFF, DEM, and technical assistance
agencies to rectify the damage, repair the system, and reassess the nutrient
management plan to prevent future problems.
Note 1: See MFF Environmental Emergency Procedures Flowchart attached.
Note 2: Seepages 89-91 of the Certification Training Manual for more details.

Land&Nutrient Management Ce"ifimfion Manual
nvronmentwemeergenc
occurs which asp i
affectingatENVIRONMENTAL a gmdit
EMERGENCY
PROCEDURES
Contact MFF
Serviceperson
Lagoon level has
Lagoon dike has suddently,dropped Irrigation/flush systems
breachedPoroken out without irrigating. malfunctioned creating
a significant leak.
an a temporary dr Yes tNo
i a you capable f no
be built to stop the ConstructNo stopping source o
discharge? temporary flow?
g dike.
Yes
No
Obta n
Take action Attempt to an repairs b es materials
es contain made by farm and make
an the discharge Yes Take measuresh to stop effluent on personnel? necessary
Muent be contained o necessary todischarge. property. repairs.
property?
contain spill.
No
t
o Call LNM& Contact LNM
Heavy Equipment, personnel and
personnel,service Pyramid
Contact personnel in: person and Manager.
•Land&Nutrient Mngt production
•Heavy Equipment manager.
•Servieperson
•Pyramid Manager
Monitor situation
until help arrives.
A
Inmceri.doc:03r29/96 64 ©MURPHY FAMILY FARMS

Lmui h Nulneru Management Certification Manual
T-
LNM personnel assess
options and call DEM.
helicopter need Contact LNM to
m o assess containen Yes dispatch helicopter
options? (available within 30
minutes).
0
LNM and Heavy _
equipment personnel
identify equipment needs
and dispatch it to the site.
LNM personnel procures
Heavy Equipment and
maintenance staff as
needed to aid in response
to emergency.
LNM team will coordinate
response efforts. Meet with
DEM personnel and
document actions taken.
Inrn on.doc:03/29/96 65 OMURPHY FAMILY FARMS

EMERGENCY ACTION L
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [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.
1 . 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 -increaser elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all 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.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

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 enters 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
NRCS 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: /Vl hH Fc ju
b. Contractors Address:
c. Contractors Phone`. q io- ti,Pg-21 1,j
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: VJ OA — N 12r-I
b. Phone` q10 - jib -ZIRo
7. Implement procedures as advised by DWQ 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

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ()-Ftcish system is designed and operated
sufficiently to remove accumulated
so/ilds from gutters as designed.
(-Yltemove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids () Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Vegetative Decaying vegetation ( intain vegetative control along banks of
Growth lagoons and other impoundments to prevent -
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter. -
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g., covered bin for
brewer's grain and similar high moisture grain
products).
(1 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
. . and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

Dry Manure Handling Accumulations of animal wastes (I Remove spillage on a routine 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.
(I Provide for adequate drainage around manure stockpiles.
( I Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(La downer iNtatur
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production ( egetative or wooded buffers; _
(+�cdmmended best management
pra tices;
o/od judgment and common sense
Animal body surfaces Dirty manure-covered animals (y-ury floors
Floor surfaces Wet manure-covered floors (� d floors;
( aterars located over slotted floors;
() Feeders at high end of solid floors;
() Scrape manure buildup from floors;
( nderfloor ventilation for drying _
Manure collection pits Urine (uwquent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition ( nderfloor ventilation
Ventilation exhaust fans Volatile gases (maintenance; -
Dust CL4ftcient air movement -
Indoor surfaces Dust (,)_WY shdown between groups of animals
O Feed additives;
() Feeder covers;
11 Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon () Flush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater nderfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling O Sump tank covers
and drawdown
Outside drain collection .Agitation during wastewater () Box covers
or junction boxes - conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ( roper lagoon liquid capacity -
Biological mixing ( orract lagoon startup procedures
Agitation ( mimum surface area-to-volume ratio
(jAQVImum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation ( rigate on dry days with little or no wind
Wind draft ( � nimum recommended operation pressure
(4H'u�mp intake near lagoon liquid surface
() Pump from second-stage lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition () Bottom or midlevel loading
surface Mixing while filling (I Tank covers
Agitation when emptying () Basin surface mats of solids
(I Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading ( Soi injection of slurry/sludges
spreader outlets Volatile gas emissions ( ash residual manure from spreader after use
(I Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ( it infection of slurry/sludges
or sludge on field surfaces (O incorporation within 48 hours
(TTT,SSpread in thin uniform layers for rapid drying
(I Proven biological additives or oxidants
Dead animals Carcass decomposition ( Proper disposition of carcasses
Dead animal disposal Carcass decomposition_ (I Complete covering of carcasses in burial pits - -
pits (I Proper location/construction of disposal pits
Incinerators Incomplete combustion () Secondary stack burners
Standing water around Improper drainage (}�e and landscape such that water drains
facilities Microbial decomposition of away from facilities -
organic matter /
Manure tracked onto public Poorly maintained access roads (?Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management; 0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge--lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure.Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurano Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(La down r Signature)
AMOC--November 11, 1996

MORTALITY MANAGEMENT METHODS
(check which methods) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
many flowing steam or public body of water.
( � Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( 1 In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) 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 of the State Veterinarian must be attached)

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

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

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

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

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

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

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
1
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
guns,:spr4Qklers should be located along a transect perpendicular to the direction
of pull.` Sef out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
non..unifor.mity of the application. On a windless day, variation between containers
of uniformity
30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual.

Untied Slal.es Sod
I\ Ueoarimen( of Conservation
Agriculture w Servlca
OPERATOR: avtlG /✓suit S�j�
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified for payment (if cost-sharing
is involved).
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lam.
a
The actual amount of material required for pads and dam may vary from the
estimates. The design will attemot to balance cuts and fills as close as
possible. If additional material is required after construction is complete
on the lagoon,, the `contractor and owner will negotiate on the price and
location of borrow area.
i
NOTE: Design Requirement: 113 2ZZ/ cu.ft. = cu.yds.
Estimate of Excavation: cu.ft. = 3 9oo'q cu.yds.
Estimate of Pad L Dike: cu.ft. = _cu.yds.
Ration
Job Class
Date
Designed By
me
R
Design Approval /
Nam
Date
O Th.Soo Cone ervation Sem;,e
is an agency of Ine
Oeoartment of Agncultuo,

.
Operator :Wayne Davis#2 County : Duplin Date ; 03/ 16/93
Distance to nearest residence ( other than owner) ; 1300 feet
1^ STEADY STATE LIVE WEIGHT
N Bows ( farrow to finish) X 1417 lbs. = 0
N Sows ( farrow to Feeder) X 522 lhs. = 0
@ Head (finishing only) X 135 lbs. = @
0 Sows ( farrow to wean) X 433 lbs. = 0
2600 Mead (wean to feeder) X 30 lbs. = 78000
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 7800@
'
2, MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. SSLW X Treatment Volume CF/ Lb. SSLW
Treatment Volume CF/ lb. SSLW= 1 . 0 CF/ lb. SSLW
Volume = 78000 cubic feet
J. STORAGE VOLUME FOR SLUDGE ACCUMULATION (NOT COMPUTED AT )
(LANDOWNER REQUEST) \
Volume = 0 cubic feet (Sludge Removed Os Keeded)
i
~ ,\w
Q \ d
4. TOTAL DESIGN VOLUME
Insidy topL length 125 feet width 17� f ���
Top of dike at elevation 54. 00 feet
Frceboard 1 . 0 feet Side slopes 3. 0: 150sidc )
Total design lagoon liquid level at elevation 13. 00 feet
Bottom of lagoon at elevatiu// 42. 00 F�ct
Seasonal nigh watcr table elevation Q. 50 [eet
Total desiYn vole*p using prismojdal fcrmula �
SS/END1 3S/EN02 SS/SlDE1 33/END2 LENGTH WIDTH DEPTH
3. 0 3. 0 & 0 3. 0 119. 0 169. 0 11 . 00
AREA OF TOP
LENGTH X WIDTH
119 169 20111' (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
�3 103 5459 (Area of 1oitom >
\
AREA OF MlOSECTlON \
LENGTH X WIDTH X 4
86 1% 46784 (Area of Midsectinv X 4)
CU. FT. = [Area tnp+ (4XArea Midsection) +Area Bottom] X Depth/6
20111 46784 5455 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 132649 CU. FT.
)�
\ 1J
|

'
5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
125 175 21875 Square Feet
Buildings (roof and lot water)
Length X Width =
Izi 0 @ Square Feet
TOTAL DA 21875 Square Fret
===> Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 001%
Volume = 78000 Lbs. SSLW X CF of waste/ lb/day X 180
Volume = 19094 Cubic feet
B. Volume of wash water
This is the amount of fresh water uEed for washing floors ur�
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Y" lumc = 0 Gallons/day X 180 days storagn/7. 48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount .
1BN days excess rainfall = 7. 0 inches
VGluwe = 7. 0 Inches X UA / 12 inches per foot
Volume = 12760. 417 Cubic feet
D. Volume of 25 year — 24 hour storm
Volume = 7. 5 inches / 12 inches per foot X DP
Volume = 13672 Cubic fep't
TOTAL REQUIRED TEMPORARY STORAGE
5O. 19094 Cubic feet
5D. 0 Cubic feet
5C. 1276@ Cubic feet
51). 13672 Cubic feet
TOTAL 45527 Cubic feet

6. SUMMARY
Toted required volume =- 123527 Cubic feet
Total des i ,gn volume avail . - 132649 Cubic:' Feet
Min. r'eqrd. trtmnt . vol . plus sludge accum. - /B15OO Cu. Ft.
At eli=v. fib' . `J0 Ft ; Vol - 8.:30 Cubic feet ( end pulipioy)
Total design volume ei .5yr'--'24hr storm ::-: 118977 Cu.. F ; .
1 .
Atelev. .r . CIL'I Et4 ', .r .- 111107 Cubic feet ( sL.,r'c plulll Ing)
Seasonal high water table elevation is 47. 50 Feet, which must
be lower than the elevation of i.oh of treatment volume hV II/I
-9 3 MIT
NOIE z SEE ATTACHED j WASTE UTILIZATION PLAN
ADDJl ONAL. NOT C M

OPERATION AND MAINTENANCE PLAN
______________________________
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based an ; 1 ) waste from animals ; 2} excess rainfall after
evaporation ; and 3> the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year,.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average sf 8 inches of excess rainfall will
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of pipe ( s) from building ( s) . If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet ) . Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weathcr, soils, crop, and equipment tu aj�ply
waste without runoff or leaching) .
Land applicati ,n of wasie water is recognized as an acceptable
method of disposal . Methods of application include solid set`
center pivot , guns, and traveling gun irrigation. Care ahould
be taken when applying waste to prevent runoff from the field
or damage to crops.
The following items are to be carried nuW
1 . It is strongly recommended the the treatment lagoon he pne-
chargcd to 1 /2 its capacity to prevent excessive odors during
start-up. Pre-chargixg reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. SoliUs
shnu\d be covered with effluent at all h1mes. When Pre -
changing is zompleted` flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initial filling.
2. The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste ( see
Attachment B) before land ayplicatics.
|

3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 52. 20 as marked by permanent markers. Stop pump-out
when the fluid level reaches elevation 49. 90 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria) . The design temporary storage, less 25 year,
storm is 31855 cubic feet or 238274 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
( l ) inch and the recommended maximum application rate is 0&1
inches per hour.
5. Kemp vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stan&
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 sut ] pts�
8. Keep a minimum of lNO feet cropland bufl,r or 25 feet of grass
vegetated buffer around waste util1zatinn fields, Pay ticularl / adjacent
to yDpjs. lakes, streams, open diuches, PLc. Do not pump within
300 feet of a residence or within 10N feet uf a well �
V. The Clean Water not of 1577 prohibits the disrharge or
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management , has the responsibility fur enforcing this law.
NOTES:
----------`���-�����

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
__________________________________________________________
CLEA8ING:
-----------
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stomps 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 . Lagoon site (and pad site if
needed) to be stripped of topsoil (3" ) and stockpiled for use on dike
and Pad slopes (2-3" ) . The topsniling quantity is in excess of
amounts specified on page one ( 1 ) ,
C:t-off Trench -,
______________
A cut-off trench (when specivied> shall be installed as shown in
the plans.
Consltruction ;
Construction of excavated and earthfill arwas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6 " lifts and nut placpd in standing water. Cowpaction
shall be Performed by the construction equipment or sheeps-fco� roller
during placement. The embankment of the lagoon shall be installpd
using the more impervious materials. Construction of fill
heights shall include ten ( 10) percent for settlement . Tn
protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated a minimum of one ( 1 ) fuut
below grade and backfillod and compacted with a SCS approved
material ( i. e. -CL, SC, CM) . Refer to the soil investigation
information in the plans for special considerations, Prccautiuns
should be taken during construction to prevent excessive erosion
and sedimentation..
---------------------------- ����
Vp8otvtiun :
All exposed embankment and other hare constructed areas shall be
seeded to the planned type of vegetation as sccn as possible
after construction according to sending specifications sheet ,.

SEEDINL /ECOMMENDATION3
-------------------------
AREA TO BE SEEDED : 2. 0 ACRES
USE THE SEED MIXTURE INDICATED:
0. 0 L8S. FESCUE GRASS @ 60 LDS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING D8TESt SEPTEMBER 15 TO NOVEMBER 30
120. 0 LB3. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1 )
SEEDING DATES; MARCH 15 TO JUNE 30
00 LDS. HULLED BERMUDA GRASS @ 8 LDS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES; APRIL 1 TO JULY 31
60. 0 L83. RYE SRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0. 0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES, SEPTEMBER l TO MARCH 30
LRS.
APPLY THE FOLLOWINM
2000 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. PER ACRE)
4. 0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
200 DALES OF SMQLL GRAIN STRAW ( 100 DALES PER ACRE)
ALL SURFACE DRAlNS SHOULD 8E INSTALLED PRIOR TO SEEDING. SHGPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A Z TO 4 INCU SMOOTH S[FD8[0.
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILA9 EQUIPmENT.
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING�
1 . PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERHUDA GRASS. WHEN USING 8AHIA, IT IS RECOMMENDED THwT 8
LGS. PTR ACRE OF COMMON BERMUDA DE INCLUDED TO PROVIDE COVER
UNTlL RAHIACRASS IS ESTABLISHED.

United States Soil C
t Department of Conservation P. 0 BOX 277
Agriculture LSorvice S� Z KENANSVILLE, NC 28349
TELEPHONE [phone]
--------------------------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION AND MANAGEMENT PLAN
TO: PRODUCER_,1�V v✓,- Da✓br
ate ,2_ fox e2ZF-
war,%w Nc ze3ap
LOCATION OF SITE _ n SIR 1,3r?,5- 3 m ej &-k >-7- w caw
SIZE OF PROPOSED OPERATION ,2600 WeaA YJc7 vi
IS SOIL SUITABLE FOR LAGOON? YES ✓ NO SOIL CLASS. �J✓T/Vo�
DISTANCE FROM THE LAGOON SITE TO NEAREST RESIDENCE OTHER THAN LANDOWNER OR HIS
TENANT I00 �t
NUMBER OF HOUSES WITHIN 2000 FEET OF LAGOON SITE
ACREAGE/CROP REQUIRED TO PUMP EFFLUENT or-I
DOES LANDOWNER HAVE ENOUGH ACREAGE YES ✓ NO
IF NO, DOES LANDOWNER HAVE ACCESS TO 'MORE ACREAGE? YES _ NO_
WILL FACILITY INVOLVE' ALTERING WETLAIPS? YES NO
IF THE ABOVE QUESTION CONCERNING WETLANDS IS CHECKED "YES', THE LANDOWNER IS
HEREBY ADVISED THAT THIS CONSTRUCTION MAY REQUIRE PERMITS FROM THE ARMY CORP OF
ENGINEERS. IT IS THE LANDOWNERS RESPONSIBILITY TO DETERMINE IF PERMITS ARE
NECESSARY AND TO OBTAIN THE REQUIRED PERMITS. THE ARMY CORP REPRESENTATIVE FOR
DUPLIN COUNTY IS:
JEFF RICHTER,
US ARMY CORP OF ENGINEERS
P. 0. BOX 1890
WILMINGTON, HC 28402
TELEPHONE [phone]G
LANDOWNER IS RESPONSIBLE TO DETERMINE IF ANY LOCAL OR STATE ZONING ORDINANCES
AFFECT THE LOCATION OF THIS FACILITY.
DOES SITE MEET SCS CRITERIA FOR WASTE TREATMENT FACILITIES? YES ✓ NO
ADDITIONAL COMMENTS
THIS APPROVAL IS VALID FOR 60 DAYS FROM THE DATE SIGNED. IF DESIGN HAS NOT BEEN
COMPLETED WITHIN THIS PERIOD SITE WILL BE RE-EVALUATED AT THE TIME OF DESIGN TO
ASSURE COMPLIANCE WITH SCS STANDARDS. LAGOON WILL HAVE TO BE 750 FEET FROM ANY
RESIDENCE OTHER THAR APPLICANT'S AT' TIME OF DESIGN.
The Sol Con atlon Sa,vke
la an agency of the
`J DepartmnlofAQricpttwe SIGNATURE 13A a69dm QE&T' DATE 1-_2,r-73
1

US Department of Agriculture NC-CPA 16
Soil Conservation Service 4-92
ENVIRONMENTAL EVALUATION
Land User/Owner w��a iSa County
Location/Tract & Field Number1 W 11�- I Acreage /S•O
Prepared b QlGT Date 3 ,LS - '19
Brief Description of Planned Practice/RMS/Project Measure:
ao� d G r 4i Are
Environmental Factors and Resources to Identify and Evaluate J
1. Is wetland included in the planning area: (References: NCPM;
190-GM 410.26; Hydric soils list; Classification of Wetlands and
Deepwater Habitats of the U.S. ; National Wetlands Inventory Maps;
N/FSAM.
✓ No
Yes - If yes,
-- Identify types present
-- Attach environmental evaluation showing what effect
planned assistance will have on wetland and how this
assistance is within policy
-- Have needed permits (CAMA, DEM, Corps, etc. ) been
obtained by the landuser?
-- Make sure no planned practices will put the landowner in
violation of Swampbuster
2 . Endangered and/or threatened species: (References: 190-GM
410. 22 ; Technical Guide Section I-i (13) and Section I-vii
No Yes
-- Identify species whose range and habitat needs indicate
they might occur in planning area
-- Identify on map any designated critical habitat

3 . Is a. designated- natural or scenic area included in the planning
area- or will planned actions impact on an adjacent natural or
scenic area'? (;References: 190-GK 410.23. and . 24)
No
`T Yes - If yes:,, encourage. landuser to: consult with concerned
agencies;, societies,, and individuals; to arrive at,
mutually- satisfactory land use and'• treatment..
4,., Does: they planning; area .include.. the- 10;Q;-yeax- flood` plain?,
(References NCPM•,; 19,0-GM, 410.254, HUD+ Flood: Plain, maps);
✓ No
--- Yes: - If yes,;
Is, the assisted action, lil�ely to: have: significant
adverse effects on+ existing: natural and. beneficial
values in the. flood: plain?:
Is. there a practical alternative: outside: the flood:
plain?,-
Has: the flood plain. been. used for agricultural
production for at least, 3. of: the last 5: years?
5., Is an. archaeological or historical site: located in• the planning.
area? (References:, NCPM:;; 420-GM 40l; National Register. of
Historic Places)
No
Yes - If. yes,, have steps been; taken, to ensure the
protection of this area?
6.. Are there any prime-, unique, or locally: important farmlands: in
the operating unit? (References: 310rGM);
No.
✓ Yes - If yes, identify on a soils map or legend. 4'8,1/og
7. Will. the action result in sodbusting?
✓ No Yes
8. Will the action. result in swampbusting?-
No Yes.
9. I:s there; a potential for controversy.7 From. whom? /vdJo)n
No ✓ Yes- �a�e�owner,
i

10. Are permits required?/Should the person contact permit agencies?
No Yes
When an environmental factor or resource is identified on the
site, the user will refer to the appropriate reference for policy
and document the appropriate action in the notes portion of this
form.
NOTES, DOCUMENTATION, FOLLOW-UP
i

-.SCS-ENG-538 , U.S. OEPARTMCNT OF AGRICULTURE
Rcv. 5 70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME viJ I$'-�L- DISTRICT f'
DATE COUNTY
. S.C.S. PHOTO SHEET NO. WORK UNIT O'S-
WAIERSREU AREA MEASUREMENTS -
CROPLAND—ACRES PASTURE ACRES _
WOODLAND—ACRES TOTAL ACRES POND CLASS WORK-uN1T:CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Appioz e t)
Ft-
EF +-
I
`-'-
SHOW BORING NUMBER AND PROFILE
Make and litt dam-ti4 and tplllwaV bodnut firs!•lhen pond<d area and borrow plf bodnpt-tm m&ro1(h <r f r. Une.
k.,_. DEFI-H (Conllnced on boot u.Am n< .M) Shorn.1<r l 611 <1<w fiont an dam-tlf<borinOt.
SCALE
* 1 2 3 11 4 8 6 1 7 11 8 9 10 1111112 1113 1114 16 16 17 18 19 120 21 22 23
C+1S lei
f120
0— in
T I& I-)- S.
?'cJFi
BORINGS MADE BY b-,(J Oo SIGNATURE & TI'I-LE- •t

U. S. , Department of Agricultui NC-ENG-34
Soil Conservation Service September 1980 j
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner WA,�a Davel t 2 . . County
Community or, Group No . • D Conservation Plan No.'
Estimated Depth of Water.to To.p,r_of,Dam 1e2.D . Ft. Length of Flood Poole Ft.
Date of Field Hazard Investigation` la-I- qi
Evaluation by reach of flood plain' downstream to the point of estimated minor effect
from sudden dam failure.,, ., .
st. E. ev st. :Elevation
Kind of :Improvements: ' of 'Breach
Reach: Length:.: Width: Slope .La,nd Use . Improvements Above :Floodwater,�Above
flood Plain^ - .Flood Plain
Ft. . Ft Ft : Ft.
2 I'
3
Describe potential for loss/of life�and dam 9e to existing or probable future-downstream
improvements from a sudden breach Non_ p �4 221 boo ft �- b fad of G o-z
IA;Ief d L6
Hazard Clas`•sification of Dam ((a), b, c) (see NEM-Part 520.21)
Dam Classification (I, II III, IV, V)
By e QscT Date ,?-,2 h - q_
nam �tl e
C
Concurred .By /�� ,�� Date 'e
name title
NOTE: 1. Instructions on. reverse side.
2• Attach additional sheets as needed.
I

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Lagoon Liquid PSWCD 2
I. SAMPLE COLLECTION
B. Lagoon Liquid
1. Collect approximately 1/2 pint of recycled lagoon liquid from the inflow pipe to
the flush tanks.
2. From Lagoon
a. Place a small bottle (1/2 pint or less) on the end of a 10-15 foot long
pole.
b. Extend the bottle 10-15 feet away from the bank edge.
c. Brush away any floating scum or debris so it is not collected with
sample.
d. Submerge the bottle within 1 foot of the liquid surface.
e. Repeat at approximately 5 locations around the lagoon, place into a
bucket, thoroughly mix, and empty 1 pint into sample container.
3. From a multi-stage lagoon system collect sample from lagoon that is going to be
irrigated from.
IL SAMPLE PREPARATION AND TRANSFER
A. Place the sample for analysis into a flexible or expandable container that can be sealed. .
The container should be rinsed clean with water and free of any residues but should not
be chlorinated or treated in any other way. Dry litter may also be placed in a sealed
plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible or transferred to the lab
immediately.
C. Hand-delivery is the most reliable way of sample transfer, but it can also be mailed.
D. If mailed, sample container should first be protected with a packing material such as
newspaper, then boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis Lab provides this service for a nominal fee of$4 per sample
which should be forwarded along with the sample.
1. Address: NC Department of Agriculture
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh NC 27611
Phone: [phone]
Attn: Dr. Ray Campbell
F. Request that as a minimum the following analyses be performed:
1. Total nitrogen (TKN)
2. Ammonia nitrogen (NH3-N)
3. Total phosphorus (TP)
4. Potassium (K)
5. Dry litter samples should also include a total solids (TC) analysis.
G. Other analyses performed at no extra cost by NCDA include trace minerals.