310211_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 must be signed and dated by the Permittee,
1. Farm Number: 31-0211 Certificate Of Coverage Number: AWS310211
2. Facility Name: Ricky Korneg_av_At/15Cf y
3. Landowner's Name(same as on the Waste anagement Plan): Ricky T Komeg_ay_
4. Landowner's Mailing Address: c.4o3 Ibmy
City: Mount Olive State: NC Zip: 28365
Telephone Number: *i9--6j8-63Tl Ext. E-mail:
9/9 tt Z•63*r
5. Facility's Physical Address: --w weff rp11l11^4 2Z(p )J NC-
City: Albertson State: NC Zip: 28508
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Maxwell Foods LLC
10. Operator Name(OIC): Ricky T.Komeg_av Phone No.: - 1 OIC#: 18093
qeq,-ZL2.­6 3
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 3,200
Operation Types:
Swine Cattle Dry Poultry Other Tunes
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

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.)
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: 04LL ` 1 I�0r1'l Title: V'%>n X--�
Signature: Date: 2.:7 a
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 02/2019

13. Waste Treatment and Storage Lagoons (Verify the following information 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) (Square Feet) (Inches)
LAGOON##1 tf i3 Z CAL g s-'3� 23,800.00 19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
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 the CAWMP items above to: [e-mail]

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
F-1 F-1 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.
0 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.
aA composting system approved and permitted by the NC Department of Agriculture&Con-
E] 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.
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).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part-of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm&nfeManager Date
Or-
Signature of c nical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
04-29-2013
This plan has been prepared for: This plan has been developed by:
Ricky Kornegay Nursery (31-211) Ronnie G. Kennedy Jr.
Ricky Kornegay Agriment Services, Inc.
756 NC 403 W PO Box 1096
Mount Olive, NC 28365 Beulaville, NC 28518
919-658-6341 252-5
Wveloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signs ure(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: l ex1//,.,
Technical Specialist Signature Date
--------- -------------------------------------------------------------------------------------------------------------------------------------------------------
208871 Database Version 3.1 Date Printed: 04-29-2013 Cover Page 1

l
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 611,200 gals/year by a 3,200 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 1408
Incorporated 2418
Injected 2662
Irrigated 1530
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 1,530 2419 -889 966,328 -355,128
Note: In source-I-D--,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.
208871 Database Version 3.1 Date Printed: 04-29-2013 Source Page 1 of 1

Narrative
5-14-1996
This WUP has been revised to reflect wettable acres as determined by Star Maready, Certified Technical
Specialist,WA/WUP,Duplin Co. Cooperative Extension office. A map and the computations were
furnished by Star Maready.
12-14-2000
This WUP was amended to change the forage crops from grazed to hay.
6-4-2004
WUP producer information changed due to change of ownership.
4-29-2013
This WUP was amended to change to bermuda pasture and include honey wagon acres.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
208871 Database Version 3.1 Date Printed: 04-29-2013 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.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
71204 1 3.60 3.18 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
71204 1 HW 3.60 0.42 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
71204 2 4.50 2.46 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
71204 2 HW 4.50 2.04 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
71204 3 HW 1.50 1.50 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
PLAN TOTALS: 17.70 9.60
Li Potential Leaching.',,' Technical Guidance
2 Low potential to contribute to soluble 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 conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
208871 Database Version 3.1 Date Printed 4/29/2013
PCS Page 1 of I
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below sttlnmarizes 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 I
Nitrogen Caron Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs1A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs1A) (Ibs1A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
71204 1 S5 Autryville 3.60 3.18 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 Irrig. 50 19.97 0.00 63.51 0.0
71204 1 S5 Autryville 3.60 3.18 Hybrid Bennudagrass Pasture 5.5 Tons 311-9/30 202 n 0 brig. 702 80.69 0.00 256.59 0.00
71204 1 11%V S5 Autryville 3.60 0.42 Small Grain Overseed 1.0 Tons 10/1-3/31 50 u 0 Irrig, 50 19.97 0.00 8.39 0.00
71204 1 HW S5 Autryville 3.60 0.42 Hybrid Bermudagrass Pasture 5.5'Fons 3/1-9/30 202 0 0 Irrig. 202 80,691 0.00 33.89 0.00
71204 2 S5 Autryville 4.50 2.46 Small Grain Overseed 1.0'1'ons 10/1-3/31 50 n 0 Irrig. 50 19.97 0,00 49A7 0.00
71204 2 S5 Autryville 4.50 2.46 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 o Irrig. 202 80,69 0.00 198.65 0.00
71204 2 HW S5 Autryville 4.50 2.04 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 Irrig. 50 19,97 0.00 40.70 0.00
71204 2 I ff S5 Autryville 4.50 2.04 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9130 202 0 0 Irrig, 202 80.69 0.00 164.44 0.00
71204 3 11W S5 Autryville L50 1.50 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 Irrig. 50 19.97 0,00 2996 0.00
71204 3 HW S5 Autryville 1.50 1.50 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9130 202 0 Q 1 Irrig, 1 202 80.69 0.00 121.03 0,00
Total Applied, 1000 gallons 966.33
Total Produced, 1000 gallons 611.20
Balance, 1000 gallons -355.13
Total Applied,tons 0.11Si
Total Produced,tons ().()i
Balance,tons O.00
Notes: 1. In the tract column,--symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
208871 Database Version 3.1 Date Printed:4/29/2013 WUT Page 1 of 1
C

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)
71204 1 Autryville 0.60 1.0
71204 1 HW Autryville 0.60 1.0
71204 2 Autryville 0.60 1.0
71204 2 HW Autryville 0.60 1.0
71204 3 HW Autryville 0.60 1.0
208871 Database Version 3.1 Date Printed 4/29/2013 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge- Standard
Corn 120 bu 150 13.16 8.14 16.29 24.43
Hay 6 ton R.Y.E. 300 26.32 4.07 8.14 12.22
Soybean 40 bu 160 14.04 7.64 15.27 22.91
r— -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
208871 Database Version 3.1 Date Printed: 04-29-2013 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available ate Storage Capacity
Source Name Swine Nursery Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 96
1 2 91
1 3 129
1 4 145
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 172
1 11 165
1 12 145
*Available Storage Capacity is calculated as of the end of each month.
----- ----- ---
----------------------------------
208871 Database Version 3.1 Date Printed: 04-29-2013 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
208871 Database Version 3.1 Date Printed:4/29/2013 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
------------------------------------------------------------------------------------------------------------------------------------------------------------------
208871 Database Version 3.1 Date Printed:4/29/2013 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
ap plied at agro nom is rates in a m ann er tha t caus es no ru noff o r d rift
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 sus is to be ended or terminated the
P
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.
208871 Database Version 3.1 Date Printed:4/29/2013 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.
208871 Database Version 3.1 Date Printed:4/29/2013 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 1 HW,2,2 HW,3 HW
Small Grain: CP, Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential. Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 1, 1 HW,2,2 HW,3 HW
Bermudagrass: CP,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
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.
------------------------------------------------------------------------------------------------------------------------ ---------------------------------------
208871 Database Version 3.1 Date Printed: 04-29-2013 CropNote Page 1 of 1

i S Pr W«mberS
Tut I
o
1 .
S °
1 • $
t �

� .. • ��,�,.�,*;ice:_ ,�.` ,. . . - M , � _ :.,V. • • one
Sal
meow
:vC •,, - �0 3:
-- �.Al ,
a9t
Total WeH'ed Aores
50= 15 0
_ •' 90�•30
1 �• 7 ,f' � tom, +'7 01• to 7
needed
!536
�. 00'�/� Yodu�P
.•/.�.J /. ,� /1/1 1. �I- .. /.� 1•Yln."n/1P1�.• {\. ..',:q rV.InnCi.•v /'....•F:i.nnl /O/�L;.ni/r/7I �nnn:/� li`T //10/�1//i7
_ i �

Iwo
Q : ,.zone ,,578-5
�.
2 . 3 81 ' x 1a 3 io a,4l a 50=
• y . �81
a 91
'7
o a.464
.. . ores �� � �• '
MAO
. 4?�� . - F�eld3 - •
J,L}

PIA rJe
Peld -go Si8e T%AV-'t bVSCS
OcW �-.SQr �► - �.5e�
1� 3 3m 1D
10-7 • il -1,
e Ird House.
fir,•se r

one �`►�YeS
df
Jr
gqj
_j . ��• � _ a9r
Y � 9 •
e�l-ed Aeres
. y Tta l W
Yield I
!)
906.3
.30
, fit• : ' ua /60 7#iV needed
4" 1536 00"y/Y roduaed
41. .. I.� YY1�..w/1n�.. ►\. ..1�:•, !'v.Inn<i.N /'....•F;l'nnl 1An"o);A Ii'4 hi.0 Z11 )

1
"I
�1
0 oneCIII'r25
2 381 ',', a.��a x a35= s78.s7
t
a.4ma x 50= la3•/o
361 O1-4 7
aqj
a9l
ores '
` ,; m''

Operator: R. Komegay Nursery County: Lenoir, NC Date: 03/27/19
Distance to nearest residence(other than owner): 0.0 feet
1. AVERAGE LIVE WEIGHT(ALW)
0 sows(farrow to finish) x 1417 lbs. = 0 lbs
0 sows(farrow to feeder) x 522 lbs. = 0 lbs
0 head(finishing only) x 135 lbs. = 0 lbs
0 sows(farrow to wean) x 433 lbs. - 0 lbs
3200 head(wean to feeder) x 30 lbs. - 96000 lbs
Describe other: 0
Total Average Live Weight= 96000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 96000 lbs.ALW x Treatment Volume(CF)/Ib.ALW
Treatment Volume(CF)/Ib.ALW= 1 CF/lb.ALW
Volume= 96000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE STORAGE NOT COMPUTED AT
Volume= 0.0 cubic feet LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
4. TOTAL DESIGNED VOLUME
Inside top length(feet)--------------------- 170.0
Inside top width(feet)---------------------- 140.0
Top of dike elevation (feet)----------------- 54.0
Bottom of lagoon elevation (feet)------------ 42.0
Freeboard(feet) 1.0
Side slopes(inside lagoon)----------------- 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 164.0 134.0 11.0
AREA OF TOP
LENGTH*WIDTH=
164.0 134.0 21976 (AREA OF TOP)
AREA OF BOTTOM
LENGTH*WIDTH=
98.0 68.0 6664 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH*WIDTH*4
131.0 101.0 52924 (AREA OF MIDSECTION*4)
CU. FT. =[AREA TOP+(4*AREA MIDSECTION)+AREA BOTTOM] * DEPTH/6
21976.0 52924.0 6664.0 1.8
Total Designed Volume Available= 149534 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width=
170.0 140.0 23800.0 square feet
Buildings(roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 23800.0 square feet
Design temporary storage period to bE riod to b e 180 days.
5A. Volume of waste produced
Feces&urine production in gal./day per 135 lb.ALW 1.37
Volume= 96000 lbs.ALW/135 lbs.ALW* 1.37 gal/day 180 days
Volume= 175360 gals. or 23443.9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume= 0.0 gallons/day* 180 days storage/7.48 gallons
per CF
Volume= 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume= 7.0 in*DA/12 inches per foot
Volume= 13883.3 cubic feet

5D. Volume of 25 year-24 hour storm
Volume= 7.5 inches/12 inches per foot"DA
Volume= 14875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 0 cubic feet
5C. 13883 cubic feet
5D. 14875 cubic feet
TOTAL 52202 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year-24 hour rainfall__________________> 7.5 inches
Freeboard___________________________________> 1.0 feet
Side slopes_________________________________> 3.0 : 1
Inside top length___________________________> 170.0 feet
Inside top width____________________________> 140.0 feet
Top of dike elevation_______________________> 54.0 feet
Bottom of lagoon elevation__________________> 42.0 feet
Total required volume_______________________> 148202 cu. ft.
Actual design volume________________________> 149534 cu.ft.
Seasonal high watertable elevation(SHWT)===> 47.0 feet
Stop pumping elev.__________________________> 50.1 feet "
Must be>or=to the SHWT elev.====______> 47.0 feet
Must be>or=to min. req.treatment el.=> 48.0 feet
Required minimum treatment volume=====______> 96000 cu.ft.
Volume at stop pumping elevation=====_______> 93029 cu.ft.
Start pumping elev._________________________> 52.2 feet
Must be at bottom of freeboard&25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 134659 cu.ft.
Volume at start pumping elevation=====______> 132519 cu.ft.
Required volume to be pumped________________> 37327 cu.ft.
Actual volume planned to be pumped=====_____> 39490 cu.ft.
Min.thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: AGRIMENT SERVICES INC. APPROVED BY:
DATE: 3/27/2019 DATE: 3/27/2019
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENT Lagoon Design Check for 3200 head

r
_. DEPARTMENT OF THE ARMY
• .� WILMINGTON DISTRICT, CORPS OF ENGINEERS
.� P.O.BOX 1890
G WILMINGTON NORTH CAROLINA 28402-1890
W REPLY REFER TO November 20, 1991
Regulatory Branch
Action ID. 199200281, Nationwide Permit No. 26
Mr. Stanley Curtis Brock
Route 1, Box 164 C
Albertson, North Carolina 28508
Dear Mr. Brock:
Reference your application of October 10, 1991, for Department of the
Army authorization to impact 0.3 acre of wetlands to upgrade a road and
install a permanent utility line, resulting in impacts to approximately
0.2 acre of wetlands in association with a hog farm, on a tributary to the
Northeast Cape Fear River, off N.C. 111 near its intersection with S.R. 1537
near Albertson in Duplin County, North Carolina.
For the purposes of the Corps of Engineers' Regulatory Program, Title
33, Code of Federal Regulations (CFR), Part 330, published in the Federal
Register on November 13, 1986, lists nationwide permits. Authorization was
provided for discharges of dredged or fill material into non-tidal rivers,
r streams, and their lakes and impoundments, including adjacent wetlands, that
are located above the headwaters and other non-tidal waters of the United
States, including adjacent wetlands, that are not a part of a surface
tributary system to interstate waters or navigable waters of the United
States.
Your work is authorized by nationwide permit provided it is accomplished
in strict accordance with the enclosed conditions. The nationwide permit
does not relieve you of the responsibility to obtain any required State or
local approval.
This verification will be valid until the nationwide permit is modified,
reissued or revoked. All nationwide permits are scheduled to be modified,
reissued or revoked prior to January 13, 1992. It is incumbent upon you to
remain informed of changes to the nationwide permits. We will issue a
public notice announcing changes when they occur. Furthermore, if you
commence or are under contract to commence this activity before the date the
nationwide permit is modified or revoked, you will have 12 months from the
date of the modification or revocation to complete the activity under the
present terms and conditions of this nationwide permit.
Questions or comments may be addressed to Mr. Jeff Richter, Regulatory
Branch, telephone (919) 251-4636.
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure

'
w
United States soil '
Departinent of Conservation
Agriculture Service
^ Post Office Box 277
Kenansville, NC 28349
^ Telephone: [phone]
October 10° 1991
Mr. Jeff Richter, Biologist
US Army Corp of Engineers
PO Box 1890
Wilmington, NC ` 28402
Dear Mr. Richter:
Mr. Stanley Curtis Brock' of Albertson has asked me for Our-
.assistance in designing a lagoon for a hog operation. To have
access to the proposed site the access road will need upgrading.
. �
Mr. Brock will need to widen the existing road an additional -�0-
feet. The road is approximately ' feet lon9. He will also need
to widen an existing culvert approximately 244- feet. The total
wetland area disturbed by this work will be less than 0.30 acres.
A;;-'addi t1 onal line approxi matel%/ 300 feet by 10 feet will be needed
to install a permanent irrigation line. This should not disturb
over- 0, 2A acres of wetland. ' <See attached maps>
The tutal wetland areas disturbed should not be over 0. 50 acres.
Please assist Mr. Brock in obtaining all proper permits for thz s
work.
7f you have questions or I can be of further assistance, ple��e
feel free to give me a call .
Sincerely,
~
Billy W. Houston
District Conservation Technician
attach.
cc: Stanley Curtis Brock '
^ Rte. 1 Box 164C '
Albertson, NC 28508
The Sail Conservation Service
uK � Ismmagency of the
mwpartmmntmmxgdcutture

s
+ I
f=� United States Sod i
� )f Department of Conservation .
Agriculture Service
OPERATOR: S-f-ah�Gv Cvr+i_c Bro L _
, 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 So i 1 Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel wi 1 1 meet with all concerned parties and wa 1 k 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 lava oon.
The actual amount of material required for pads and'dam may vary from the
estimates. The design wi l'1 attempt to balance cuts and fi 1 is as close as
possible. If add t t i ona 1 material is required after construction is complete
on the lagoon, the --contractor and owner wi 1 1 negotiate on the price and
location of borrow area. g
NOT8: Design Requirement: + cu.ft- = cu.yds.
Estimate of Excavation: cu.ft. = g60Zcu.yds.
Estimate of Pad 6 Dike: cu.ft. = 3/Z _cu.yds.
,� ,0 Ration
.lob Class �_ 3 qy
Date
Designed By Name-
Design Approval C �Ln/
Name
Date
axceST;vt dome fo redesii9n of pad
(45 rt:gv��-cd b� TIr� pri�e Golds
O The Sod Conservation Suwce
Uis an agency of the
Oecanment of Agneurture

Curtis 8roc k
Albe,►tst-A NC
Nwrser7 P9 6 4
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO CONTACT
ULOCO TO ASSURE THAT UNDERGROUND
UTILITIES ARE NOT DESTROYED 1-800-.
63E-4949
00
• � w
�✓ h

PEEFRAT I t:.iN 4ND MA I I T177t•j !1fl""E
This icy.Cg' ron is designed (-u. wi-t!-to illi'c:iifl _iir -
Cuntroi. The time required for th r-, :iz-o-o-ted f1t_,id level. '..► ��
rC-•ciLhed, n,ay ar'y dice toj _ ii LoniJ).tio:.'c� 3' 1�_l h.i n9 C.
the amount of fres:h added to tf_:e =yatem.
Land applica-tion of wc-tstle winter is r--eccjy1"ii,'ed as an
method of disposal. Methods of application inclUde solid -set,
center pivot, guns, and traveling gun irrigation. Care sho:_ild be
taken when applying waste to prevent rLI'nuff from the field or damage
to crops.
The following items are to be carried out
1. It is strongly r-'ecommer,ded th•-zct the treatment lagoon be pre—
charged to 1/*L:-:, its capacity to prevent Excessive odor's dLWing
start--Lip. pre—charging reduces the concentration of the initial
wastle entering the lagoon thereby redUciny odor's. Solids should be
covered with effluent at all times.
The attached waste utilization plan shell be followed. This
plan recommends sampling and testing of waste (see pttachmer:t Liz
before land application.
Begin pump—o�,t c,f the lagoon wh�ei f11_tid level re��chr1 eleva—
L ion 52. 3 as marled by permanent ma-r kern. Stop, (:ui-ip—oi_it wrier-
the fluid level reaches elevation 50. 0 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply pet- ir-•ri gat i on is
one (1 ) inch and the recommended maX imUm a(.apl iL:at i o0- r,at e is 0. 1i
inch per hour.
5. Keep vegeta- ion on the embankment and areas adjacent to the
iaguo�rs mot�,ed t:r:?-1�_,<<1 2�r. Vegetat ion �}'r-�L�t_cld be Pert i 1 i'zed a- z�� c�cjcd
to maintain a viycWoU S stand.
6. Ri-p it anv eroded are as or areas damayed by rodents and
est.au"lish in vegetation.
7. i111 surface runoff is to be diverted from the lagoon to stable
o'atIets.
8. The Clean Wa•tcer Fact of 1977 prot;ibits -thE: discharge of
politttants into water-s of the United Statesz. The Depi_~,r-'_mi-r-:t of
Environment, Health, and Natural Resource_., Division of Environ—
mentztl Management, has the 'r•espon-i i.b-i. l i•t y 1"or enforcing 'this . law.
L.i "

_ per at-�Jf':' '.1:'�i k :ick 1r'�.il-I.t J Ar--Uf i�r: {' �� .. � l�w:i �: �Z,
Distance to nearest residence (ott,er that: owner) : 3�AC!0. C1ti fret
1. CTEADY CTA:TE WEIGHT
0 lolls (farrow to f in-ish) x 1417 1t5•. t
sows .r. C'1 F1 C w •
0 sows (farrow to feeder; x 52-` 1��. 0 r..g
0 `ear (finishin; only) x 135 lbs. = 171- it_
0 sows (far.-ow to wean) x 433 lbs. =- 0 i�_
::740 head (wean to feeder) X 3Z! l::rs. - 91E00 ibs
i
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 91200 Its �
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 91200 lbs. SSLW x Treatment Volume(CF)/lt. SSLW!
Treatment V o 1 um e (CF)/1 b. SSLW= 1 CF/1 b. SSLW
Volume = 0.1200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
rlOT CoMOU7fD 4'r LAr%joDWNER.! R�9kCsf.rJ(kDbf l.�ill,
9cluffle = 0.0 cubic feet � V-'ZA10 Vq0 AS
TOTAL DESIGN 'VOLUME
Inside top length: 170.0 feet ; Inside top width 140.0 feet
Top of dike at elevation 54.0 feet
Fraeboar--d 1.0 feet ; Side slopes 3. 0 : 1 (Inside lagoon)
Total design laccon liquid level at elevation 53.0 feet
Bottom of lagoon elevation 42. 0 feet
Seasonal high water table elevation 47.0 feet
Total design vol�c,ie L!siT.9 pr,ismoidEil formula
SS/EN'D1 SSI ER�iS SS/^:DEi S S/S:DE` 1- G T H WIDTH DEFT'
3.0 3.0 0 134. Q1 1i. 0
AREA OF TOP
LENGTH * WIDTH =
164.0 134. 0. 21976. 0 (AREP OF TOP)
AREi a OF BO7TCI!j
LENGTH * WIDTH =
98. 0 E•8. 0 6664.0 (AREA OF BOTTOM)
AREF OF MIDSEC.TIGN
LENGTH WIDTH 4
131. 0 101.0 529`4.0 (AREA OF M I DSECT I ON
CU. FT. = [AREA TOP + (4*AREA M.DSECTION + AREA BO'.01 j_ # I Ei- .Hi
E'19 r 6. Z, 52-"924. L%1 6664.0 1. 8
J _, OF LAGOON' PT TO.AL DESIGN L L�!!J_D _c 1_L - + j._- _'!

TEMPORAFY STORi-GE FEr JIFE_,
DRAINAGE AREA:
Lagoon (top of dike)
Length Width =
170. 0 140. 0 2-3800.0 square feet
Buildings (roof and lot water)
=engtn Width =
@.0 0.0 0.0 square feet
TOTAL DA "23800.0 square feet
Design temporary stcrage period to be 180 days.
.-A. Volume of waste produced
Approximate daily production of manure ir. CF/LB SSL W 0.00136
volume = 91500 Lbs. SSLW * CF --f Waste/Lb. /Day 160 Lays
Volume
�L�:7 cubic feet
5B. Volume of wash water
This is t'-.e amount of fresh water, used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
they lagoDn water are accounted for in CAA.
0.0 gal lons/day 4 160 days storage/7. 48 gallons
per CF
0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use perlod of time .,;hen rai nf-1-11 ex_eedi evaporat i rn by largest air.ount.
180 days excess rainfa:: = 7. 0 iri2h.E
VC.1ui::e = 7.0 i-i 1jA E,s per` TGGt
VDIUME- - 13883. 3 c.-.tbic feet

' s
5 t;cs'_ me cf `5 y-a 4 o:.ir storm
Vol.lme — 7. 5 inches / 1_ +aches per 7 Dc't r EIA
l e = 1.1275.21 c.-.tbic feet
YOTW7 REQUIRED TEMPORHRY STORAG 7
5A. S �7S cubic feet
5.B. 0 cubic feet
5C. 13883 cubic feet
5D. 14875 cubic feet
TOTAL 511Z►.:�0 cubi= feet
�. SUMMARY
Total required volume 142*230 cubic feet
1
Total, design volume avail. 149534 Cubic feet j
I
iy-,in. req. treatment volume plus sludge 912,00 cubic feet
i
At elev. Ee-.— --feet ; !Volume is a1328 cubic feet (end p-aisping?
Total design volume less 2-5yr-24hr storm is 134659 cubic feet
At elev. r3►- feet ; Volume is 13458 s cubic feet (s+a►,t pumping'
Se.;soral high crater table elevation 47. 0 feet
S�
7. DESIGNED BY: "/�� ,t��r�R011ED N'!:
r ATEE• 3/�,�I 9 Z DATE: 9-13,gq.
N'ATE: SEE A'"Tac;C::ED 4�HIM? UTILIZi�TICtq FLAr:'
w �

• s
FOP. CONS RUCT I t_4 (--IF Wi iS'iE T RECI T MENT Li IC rA]i jS
• ��1ear ing :
All t-r-ees and brush sha.l be r'emt!vtd from the coo-Istruction area
before any excavat ..�-9 or ;� , . c Stal-t.e . st _tmp�- will ,.,r -removed
i a. i ,._
within the area of the foundation of thE, embankment and fill areas
and a i exc avated areas% t?11 <st _..mps and moots exceeding ot�e i )
inch in diameter shall be removed to a minimum depth of one ( 1 )
foot. Satisfactory disposition ',,Jill f_c 111atic- of ail djbr,11. 'Ihe
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.
Construction :
-------------
Col:strUct ion of excavated and earthf i l l areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Ear•thf i 1 l 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 le.guon shall be installed Using
-he .more impervious materials. Constrctction of fill heights shall
include ten ( let) percent for Settlement. To protect against seepage,
when areas of Unst-tit able mi�ter,ial a-rle encoUrltered, 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 soil::
investigation irfor rilation in the plans for special considerations.
FIrecautions sho-uld be taken during const.ruc•tion to prevent excessive
eresior: and scd:LmenU4Faticjn.
Vegetation :
All exposed t:rrbavikl-meta: ar-id other bare constructed areas shall be
seeded to the pl annod type or vergetat icon as soon as possible after,
construct i on.

. . . =
. °
'
�ECOMMENDATI ON,
S
^
SEEDED:
SEED MIXTi�RE IN[)ICgTE[):
0 LBS. FESCUE GRASS @ 60 i.BS. /ACRE
�BEST SUITED ON C_AYEY OR WET SOIL CONDITIONS)
5EE�ING DATES: SEP'/'EM8E� 15 TO NOVEM�EG 30
� L8S. ' PENSACO�A' 8AHIA GRA�S @ 60 �BS. /ACRE
(SEE FOOTNOTE O. 1 )
SEEDING DATES: MARCH 15 TO JUNE 30 !
16 L62. HULLED BERMUDA 8 LBG. /AC.
(SUITED FOR MUST SOIL CONDITIONS)
SEEDING DATES: APRlL 1 TO JULY 31
60 L8S. RYE GRAIN @ 30 L8S. /ACRE (NURSERY FOR FESCUE)
0 LBS. RYE 48 LBS. /ACRE (TEMPORARY VEGETATION)
S�EDING DATESt DECE IV,BE- R 1 TO MARCH 30
APPLY THE FOLLOWlNG:
2���0 L8S. OF 10-1�-10 FERTILIZER ( 100@ LSS. /ACRE)
4 TONS OF �OLO�ITIC TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFA�� DRAIi�S EH�ULU 8E I���TALLL�D PRIOR TO
ALL 1 J`IS [UR8ED AREA IMMEDIATELY AFTER EARTH MOVING IS CUMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 IKCH
SMOOTH DBED APP�Y SEED AND FIRM SEEDBED WIT�� A CULTJPACKER
OP R EQ�IPME�T- APP�Y MULLH A�D 6E[URE WITH g MULCH
AN�HORIN� OR NET�! ��G.
�. PE�SACOLA BAHIAS�A�� l3 !�L�N�� l � E�TA6Ll�F� THAN CO��M�N
B�RMi]DA GRASBI. WHEN USING: BAHIR, IT IS Mc';- THAT 8
L�S' /ACRE �F [OMM N 8ERr INCLUDED TO PRij`'`I-LDE CO«ER
�AHIASRASm IS ESTABLISHED.
��^

r
r
i
. i
' ....,. _
i
r: 1
1
_ ... .:.j�' _L:_..� .. .....�_ .. I.:«.... .. ''i S:il::..E t: i :`'_: � s` �1 C:�t'. l�S r.1:•r� t�L` .i.ij 7���_ .... i ::: ._: �
.. '.>°. •..i =i:i': i::..:t�_ .:.i.•. �'.. �',1:{L''1{ �L•i�:a: a'v ci:r:. +:: r'Rr ct L._! t :;
• �w 3. ..'., OT-, _? 1 .. ...♦ Ct L::' C:1 i:L.r i r 1..i 1 1'' 1 f«l i'I i«I }�.i.t�.-1�S'■ r I:+:J `..!.�GI j'I V• :' i i:r
.:.1: .. •.L 1.1:.L= t..v ..I.. ..t.. .�{ `, r ::'i �e 'r'•1.: {t 'IY' t�9 +°+ 1�I y-. ,•'r� 1.
'� _..:fliF.:.'�:1i4a .. ."'lr �w �.."`:. 1r�' •�'_:1.:S1.:J.i �'. �: v::�' �..:. '�1�.. ?i�•' ...:t'' S � �. _
' 1- J.. - �� '� r" _ �.:f:`' " .. 1'='.1 f .. :'i•tea �. _ ..}. a 1 ws_ .. �!_.+i {
.. r.. _.Y. L� `1 1'. y..1_ -�• - i''�• _:i+• M1 r=:.L .. v C:t ZY!. t:. �i i(LS' J.
ciw !it J 7 :ci1 a :�( Tl
.:, r I�r ..�; \ .. i .•r.!. '! 1 i.. F... - : ;A LQi cia f l
t:C::...r�i :r�! L•:-I L:i_ CA.. _ �.e C:�::� t:-..a sr { :• r`'-r'�:i: �� _. ter'C:: ....S.. _'�.{
_ _ __.
\.'t`. ='t'd :•c;L_ _.!''`:: �!;~}:' :l al�. r_!' L•c3r:t c?rii t.:f"I firs i � y C,
_ _ _ t
f_� �11»tit1':Tf! 131CZf �.{1 GiC UL''f' tLi !TiCS7i� ilj]..:'�' I-1:L! i !=�'Gr
•r f a. i':.i �! .:::S:. �_ t) C.
..--!_�-I'.
• - �•.:C�`• ,_ �. _) a�1 P J. J.t:d 1.. C:•1•.
+.R I•'J �:. 7 J{�{'' ��'t .4•y •r� ':1 1J Via• 1•�1_l{� •_�:1 +.
..._:!:._. ..+ 'v i'... ... . :.+i.•• L•:. .::: rt i'::{"i i I C:l 1�1'...: �.'•1 1: .. ..i. .. l:.'.. r 4.':J i•I 4�:I i� i''�• j.•..S:'
�'=.-... 4�:. ..i'•J i'.. L �..' .1 w JI r.::. 'r:: i I:•f ..1 e i
i ! ''.S.r%Ci i:Ilp0C•ti.l'.4 cSS J E:: ..:'��
i
J' .: i• :. :, ....�i ..i'.i _ i:�_ i '7....... . ir.' s.. .:..i 1 lr �:ttl.
L 71. -_ 't:'1:.. 1_ 1 _ _ f.._:l i 3 1 t 1 :i. 911 C p' _. M.r_..�t. 4 Ti
'i:•'... .. -Y._. _ ':}• .:,♦, .. �... . .I. .r ti.'._:':'.,i l+..' »L S .,...r.s C. 1_1:. \_I`
'; C.(•�:L.. :.�i i..�i.S i'i�. y,: L•.=:. !�"'L' i:i .. t•:.{ 111 at}1 3.III.L L
+_ _ •tom r a
L.1::1 i•1. y'J c:l:.J «�: 3_ i i.i �:.' i.0� i.J i. � ►�.+I L �! �.l ;y:•t!1r�.. � L.::'�'!.. '
a..r a ;} :.' ' .'i.. « 1 �. .:1..'�y yw• ..i':.'' .. _'l.'I`_.!Y..-• ... ..... r. .r, _ _I �' � �.\i•.I:..
w:.iti..l i'ti....f _s L.. :.11...LI•: �.1: :.1��w S •
f. -, �� •.• .. r L, !1 I .� ::S:I.1 i{!..Y�. {•`.;;:1 ,, i� �. .. 1_i:.:`_L�:•r sl �• •.S J,... ..w
i.i. ..:. _r r_ rJ�: L:1 :3 i.:�. 1 1't. r :"; •:t '''
i"�.� ..... : .:i•t%. { .. �::a::�J .:ti: ..._ :•� S.J .L S'.i r, L_t•+:+is L.� .. 'f+�i 1� '/'/..::_ L �: ..... ...... i .. 3.'.}
E.2:•�_ { �.{:«'.l �. i j'u
.. +: ••:S� r !..j.'. .:� 'I ... 1...a .. III::.• ...��.�.�.�1�ti. •� ��_. .•r. .:. 1 •�% .. r •�....�. ._.. �. •._
J
1. r+ �T 1
�.t'_ 't•�' �• '(.+i.!1_ .�/_�':.•� I' :'w:+•• i

i ja e an d htkvr a p (.11 E 71 t p d, 1y1
J. J.
L Ct r" I e- cj t C& b - p C C,
r& ct D
!j
u,EA
ZI
V-1 I. ct
D
t-
o v, Gratzeal B C e-r-mu.cla E% H ca Y I a ra u e
c:o
...........
..........
...............
% t
ti I • t, V4, C. c a 11 o f.t r-I
vj a E,
7cl
LJ...,_ ...:...... ...
_AK � - - - - w.__ ____ _...__._ _..._......____...._.......-. ._..... __... .. ....._..._..
f i
C,1.5$,-, 7

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION '
GW-Well graded gravels; gravel, sand mix g-gravel.
GP-Poorly graded gravels -sand
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand '
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-gravel mix fsl-fine sandy.loam
SP-Poorly graded sands 1-loam
SM-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v.fine sands;sandy or clayey silt sil-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embankment is available Q Yes Q No (indicate where located on thr sketch on
n erse st"
REMARKS:
� /.` Y o �.)gin.n 0 '/; � � ': J •'.��'r!A'/
fin.,.
I I^!• D•� TIJ�I� , f � �:r �
.�v
2. Explain hazards requiring special attention in design (Seepage,spring,rock etc.)
GENERAL REMARKS: V
24 25 26 27 28 29 30 31 32 33 34 35 36 137 1 38 1139 40 411 42 43 44 45 46 47 48 49 50 51

U.• S. -Department of Agriculture NC-ENG-34
Sail Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS i
�... Landowner
County � !
Community or Group No. N E-lv Conservation Plan No.
Estimated Depth of Water to Top of Dam Length of Flood Pool Ft.
Date of Field Hazard Investigation 11"11-9 ti '•
Evaluation by !reach of flood plain downstream to the point of estimated minor effect
.from sudden ' dam failure.
st. .Elev. . st. evation
. Kind of :'Improvements: of 'Breach
Reach: Length: Width: Slope: Land Use . ; Improvements
Above Floodwater Above
. � : flood Plain: -Flood Plain
• Ft: . Ft. Ft. Ft.
2 •.
�.. •
Describe potential for loss`of life and damage to existing or probable. future downstream
improvements from a sudden breach w%eo o G 1
a ��►. o tb N�
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) Q -
Dam Classification (I, II, III, Iv, v) .
' Date �-1-4�
gy G
me (title)
Concurred •By � Date `t• �"�l 2
name i tl e
NOTE: 1. Instructions on reverse side.
2• Attach additional sheets as needed.

• i • / I •
j 1
WATERSHED AREA MEASUREMENTS
CROPLAND-ACRES
WOODLAND-ACRES TOTAL-ACRES POND CDas
SKETCH OF • '• 1 POND • • 1 •.
Locate reference point in center line of dam and Idendly on'skelck
■■■ ■■■■■■■■■■■■■■■■■■■■■■
ONE ■■■■■■■■■■■■■■■■■■■■■■
MENEEMEMEN■■ ■�■■■■■■■■■■■
MINNIMENNIONEEN ■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■
■ OEM N1 R. l!!� MEMEMINIMMINIMEMINE
■■■■■■■■■■■■■■■■■■■■■■■■■■
Olson■■■■■■■■■■■■■■■■■■■■■
BORING NUMBER AND PROFILE
(Continued on back where necessary) Show water table elevations on dam-site borings.
Make and list dam-site and spithwil borings first-then ponded area and borrow pit borinos-separate with&wrskal red Une.
©i®IQ1Q�©ID;DI��JImi®I©!®{®im�mIEFIIE���! -� i®I�ID
�Di *!ll�l���!li��1�1�1�1�i�l�:�l�l�l�l�l�l�l■
!�!!'�i�l�l�i�i�i ! �I�i�l�l�l�l�i�l�l�i�l�i�l�l■
�'!®■I�l���l�!■I��l�l�l�l■!�I�I�I�!�i�l�i�1�1■
®!�'�!�I�I�i�i�l���i�l�lrl�l�!�I�I�l�i�l�i�l�l■
��I�i�l�l�lll�I■:�i�l�l�l�l�l�i�l�i�l�l�l�l�l�
. 1 1Ali!■l�!rl■It■!■I�l�l�!�l�i■I■1�i01�1�1■lm
• !��■1■I■I�1�1�1�� !■ill■It■I■i■I■1�i■1■It!■!■
11
BORINGS M1 t t. ISIGNATURE & TITLE ■.• 9
,

PSWCD 2
l:r`Si i.l�ai .:j c Ir:iI11J;iJii: �(iL 7G� �U;�,I:y clime!j'S�S be perfoT"iileG:
i
1 . Total nitrogen (TKII)
2. Ani-nonia nitrogen NH H)
3. Total phosphorus �TP3 -
4. Potassium (K)
5. Dry litter samples should also include a total solids (TS) analysis.
G. Other analyses performed at no extra cost by NCDA include trace minerals.
J
I
i
- ' 1
J
' J
I
i
i
I
I

V
-7f V.
zt& --------
IN,
.It
krIl
Ilq:
Yj -
-1 Z,
1.
if.0 ....
vy-
IZ
o7i-c ry.
Z1,
00.
iz
-77-
14
xrx.*
-Irl
"ZIN

71 Nt
jffp jI C,I
;j,
WILt
M e
�e
' 1� lip MW 1�
t ,
CA,
1,
4 %N4 -- f
.zf t.
0 'vIA
-71 a 7�
y. •
w j 4
W.
7
p
�;I'� Kc: titan
fj
+ 4
filomw AP..
C
j,tj T
IN
;4 141i
Ir
Nze
'Iwo
71"
A

.a;
w �( "j 1• �••' + �1� ��"*M ) ,. f•.� ,• y� � y",. to
j��� '�,Ni') <% �`t�r����{ .n .i r� ,:�j�{y 1��, ..1- r•_-.� � -�tittl `1"
.J' ��v.tl.'h"" �.r.4 �S • ..�iyZ xti(i?�,�� >`.�L ��'�v
• w< `_ r t > .`L�..s t'T.� yv�� >. J Yr �i�"��1�•4c{14� 4' '
'�`:;. x t�,.- r ->• w Y", ^��j�.Lr•'��dYty„y��'- ,� 1s�}i S`i�"�fi'e�yYy,},� �.k'. �1 _ r�`F i
�s t ' r�L t�_ ''�f ti �i' }�•t'G^- "'*` [.'G ����,cry� .t"I fir'.
t i - >a cn� ��•tL' 4 yt �rCh , .• %L r i] r - r ,4'Y'✓ C.'i'
• ttJ. �r J�► � 2 J nc_'A YRFy�'�'f�'�.G. 4MV3F `�� 4z �v� " Ltj= •V}w7�t- Sh.
+>��
�r.t Y �4[ �, 4 4 >r„ "9r�t'Y(T� V� :t+`ld:x . � � `Y ��'. mot. � S' ,'W-�•f
y t 4 r a*9 !f'` 4{Ss' .. 4 r" 4�,s • F � t � ice. 't WAN
.r:.
�-. ` I YJ/% 'yyn Ysr' iiN•t14`JII �"Gnln'77
��°` � 1e� ' • .1'f, F� ,v� t+x r��'� ti'4T ,y'�R"f.'t• Xh.'7F�r �=F£ \t�� i �F rh
/ ✓ �r T� . .,�/ '� �;nctT t q. 'irT�,'�.v l+'�'�� .rr.s' `(r.,r is��M 44'; -~•
�' �["'+�.'f'•xtS.Y'�'" �' �'�ti .. rg��� � t � P'�Y.1u���y .?• tti{ wro �' r� ��
v,dy � "-^(• i+'£ iw.t > �'7i-r�..: t �.nst�"�l"�,}F, w_ l•; r a .> k` s L ��
Y t
• lb e r y �t r Y Am
£ tr'`V, 1p[]j �`�_ 5f�"t \Cy-c Fes, ,t",y"-_tom i • pl.�-
c✓a} t7ri�F -'r;l ,$ "wa"' nk s� t '�}t t. •' v 1II�� .t1
•"' � r t!F �Y�'r 6 s' (y I +.n T ,t31'��
t a�v- r' • � ` - �h 4•a'�1f� �yy a :' A � tr �!tj��, 3fy tst` ,A
. y .✓. v: ..� Y� 'X ! �,�, .�y t''-c �=�{ -�a-'�„ � .1�+' 3 a} ,�, 'a-,,.f �'
y`.� a �j <"'t��`�� •7.5•MFI ?�4 3e h .r��•�G �T .� , �... �.: xl�t�
dG�' -.5- � YS � ...3 ,rry.rl�.: �. .�'S`2. ), ,..((��.o) fi. •. 1, y \n.
y.• .� e ' *�!�'' 3 �yi Ali?%fit ..F ��,�•� �"�••

V.S.OEPARTPOF.N< Of AURICVI-TVRr '
;j:;SnCONSER= NSERVICE � � sCs-CPq-Ifi t >,
'f..-
I Z -63
• - ' CONSERVATION PLAN MAP
Own '` aO`- le C'v ..��.:G IroL — Operator
Coun, o J State ;r
Approximate acres �_S J Approximate scale 11- Date ll- 9 Z
/ - (o( u u �.
Cooperating with_�Lnl:., S :\ 4 l�A->•�
.r ',, '�•• � � � �, `
" Plan ident3f3 anon 71 20 1 Conservation District
� Photo number-2 AScs - 1,19 1 K-7—
Assisted by USDA Soil Conservation Service
1 ,.yt , r f j'tY. l 3 S l
, 7 ,Ga.�s �Y�"fp,n' IoagO'., ` r r
�y f /P�� Z• "j /-r''I rr
�y F�N},i
aL
+'`t
.l v-,,� 'k py.� S^+' n S• tl .d +{°3 RlGp. w n ,ir '
ti 3 7 so3'' P o,
x..:i" � � ,an% anti.` � i 3 "�" �0 5 � ` y '-a �� '.�,`^'+f• � y
yam• ,,t� ., � U.
�i.: • .���� `tr _fI t,l;`¢ %�" "�`'i°�z- ;sf t �`-r�74'•.•,X l.' ~ ~%�,�� ,o �' .'�.�. xS� ...ti. .� � � �
`1:6� ul
�Ol+/9' qw ?!" ' r';(11y 1t h `7 �'?'2•}"rp��'��r �i - i ''. �� ��'tyy3'��d,�'��bra'`.� .y/ � �� -�'r t � �,
1,� �' � _ _r t P.y � :.'�ro)<�. p.P'k Y �' . .� ( G .31FP Sl P��\ C�'�' '•! I
,i�t_" / K'� �_ �/ ��.i+t � 11�1ta f :I -l4 'Hsy+�'. rn 7� _I .{��''(`�, +e'' ,a�- � -� � •_ r"
[r� 'y Siff tiy>, '�? �sz •t P Re,?4 I Er •' t " • I P N[}`�Zry(_'t
t.ia

' � s
s
I
CD
i
�1 ys .ocr 1jovJe
0
t f
i
E

ab
P. 0. BOX 277
�^- United States Soil KENANSVILLE, NC 28349
i Department of Conservation TELEPHONE [phone]
Agriculture Sorvice
--------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION AND MANAGEMENT PLAN
PRODUCER 1AV-. S �... Ctw+i.f 13r»c�C
TO:
Sox A*C-
AI be+yow , N Co, 2-AMA
a19 --6S -391S'
LOCATION OF SITE O
SIZE OF PROPOSED OPERATION ? ,13�.d weir-
IS SOIL SUITABLE FOR LAGOON? YES* ✓ NO SOIL CLASS. Av
DISTANCE FROM THE LAGOON SITE TO NEAREST RESIDENCE OTHER THAN
LANDOWNER OR HIS TENANT 1100�
NUMBER OF HOUSES WITHIN 2000 FEET OF LAGOON SITE d
ACREAGE/CROP REQUIRED TO PUMP EFFLUENT �}`• Goa►t a -
DOES LANDOWNER HAVE ENOUGH ACREAGE YES f NO
IF NO, DOES LANDOWNER HAVE ACCESS TO MORE ACREAGE? YES NO_
WILL FACILITY INVOLVE ALTERING
WETLANDS? 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, NC 28402
TELEPHONE [phone]
DOES SITE MEET SCS CRITERIA FOR WASTE TREATMENT FACILITIES?
YES NO .
ADDITIONAL COMMENTS Me 13r0 v wh
"
SIGNATURE DATE u 4
.
The SO C,)n,or•--a':�SOMCO

SOIL
UNITED STATESCONSERVATION
DEPARTMENT OF SERVICE AGRICULTURE -------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
FGENERAL INFORMATION
_ �,�,' QG24.k--- LOCATIONME�� 0 t .1s
rltn..,r.� --- ------------------
-----------
------------------ -----
-- 3 q,3^ _-- SIZE OPERATION A--XJ a ---
TELEPHONE 11�-' (`E1k----
. G�1 tiN1�1�
F
OCATION DATA
ISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER -24stQ_FT• 644164 NO -
� YES-----
IS SITE WITHIN 100-YEAR FLOOD PLAIN-
If yes, SCS cannot provide assistance.
�. SITE AT LEAST 100 FT. FROM A "BLUE LINE" NO----
IS S YES-----
PERENNIAL STREAM?
Ig no, site ntv" t be reloca�ed.
IS SITE WITHIN 1 MILE ZONING -JURISDICTION YES----- NO
OF A MUNICIPALITY?
If yes,
landowner should consult with local zoning =icrd
about required permits. Permits must be obtain
to design approval.
Are utilities in construction lu
tth area? YES-----
e National Eugeseiag 44anua1
If yes, see Part 5
and follow policy. be
of maps or other reference tnat�f��� �Y(copies. P
attached to site evaluation. )
gaga 1

� .`.1_ N.
�f
J,
WETLANDS
-� WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON-CROPLAND? YES----- NO-`/
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO=
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation. )
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- NO
ISA DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO-
---
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT
FARMLANDS IN THE OPERATING UNIT? #4--13 YES_ NO -
WILL THE ACTION RESULT IN SODBUSTING.' YES NO
If yes to any o:V these questions, refer to form NC-CPA-16
for policy sources. The form does not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER. >$-* * * . . • • •
. . . . . . . .PREDOMINANT WIND DIRECTION? YES---- NO----
. . . . . . . .POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO c�
3 CU. FT./LB. OF ANIMAL? YES---- NO----
. . . . . . . .PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES-- NO----
. . . . . . . .USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES---- NO----
Page 2

.,w
�i
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAN 'E
APPLY WASTE? YES---- NO----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO----
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED NO __
_
IS SOIL SUITABLE FOR LAGOON? YES-_---- f
IS A CLAY LINER REQUIRED? YES------ NO------
IFYES, IIS CLAY AVAILABLE ONSITE? YES------ NO------
QUESTIO ABLE--------
IS A CORE TRENCH REQUIRED? YES------ NO------
(Attachsoil investigation sheet to site evaluation. )
SITE APPROVED YES----- NO------ CONDITIONAL--------�,,. COMMENTS
--------/-------------,
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED.
SIGNATURE-
Page-- -- -- DATE 1::L-M2y--
Page 3

r �
i
-2-
Copies Furnished (without enclosure):
Mr. John Parker
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Jim Gregson
North Carolina Department of
Environment, Health and
Natural Resources
Division of Environmental Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Mr. Billy Houston
Duplin County Soil
nservation Service
Post Office Box 277
Kenansville, North Carolina 28349

EMERGENCY ACTION PLAN
PHONE NI IMRFR S
DWQ 910 -395-- 3gOO
EMERGENCY MANAGEMENT SYSTEM
SWCD 910- a g 6, -aIaO
NRCS q10-a96 - Agal
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s)that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems,houses,solid separators-action include:
1 December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowi;
a. Dig a small sump or ditch away from the embankment to catch all seepage,put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury,fish kills,or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours,call your DWQ(Division of Water Quality)regional office;
Phone - - . After hours,emergency number. 919-733-3942. Your phone call
should include:your name, facility,telephone number,the details of the incident from item
2 above,the exact location of the facility,the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken,and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - , local SWCD office phone number - - ,and
local NRCS office for advice/technical assistance phone number - -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name: 'r%`'``'�� SeS �•
b. Contractors Address: l c S A Pink HI N 'N`'
c. Contractors Phone: L,'Z-5b6- L(`Fg'
6. Contact the technical specialist who certified the lagoon(MRCS,Consulting Engineer, etc.
a. Name: �,.• ;r��4- S� �C��,� l�. - �i e,,o t<,e"e-J4
b. Phone: L 52- "R - ;k-6 48
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage,repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
3 December 18, 1996

1
' C •1
OPERATION & MAINI`ENANCE 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 AM -�`
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

1
.r •
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
unddrtaking 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 rumps
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.
Niaintain 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.

(rs, 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.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Svstems
Flush Gutters 0 Accumulation of Solids Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
9" Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6-8 inches
over more than 30%of surface.
Excessive Vegetative • Decaying vegetation O""'Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along waters edge on
impoundment's perimeter.
nry Qvctpmc
Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
[7 (
2 decayinga�vastage.
can up spillage on a routine basis(e.g.,7- 10 day
interval during summer; 15-30 day interval during
winter).
Feed Storage • Accumulation of feed residues O 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
Opr and remove or breakup accumulated
solids in filter strips around feed storage as needed.
AMIC- November 11, 1996,Page 1

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes 0 Eliminate low areas that trap moisture along fences
and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
0 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.
Dry Manure Handling 0 Accumulations of animal wastes 0 Remove spillage on a routine basis(e.g.,7-10 day
Systems interval during summer; 15-30 day interval during
winter)where manure is loaded for land application
0 96W29#adequate drainage around manure
stockpiles.
O Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
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,Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production a—/Vegetative or wooded buffers;
(9Recommended best management practices;
IR///Good judgement and common sense
Animal body surfaces • Dirty manure-covered animals 2""Dry floors
Floor surfaces • Wet manure-covered floors Mr"Slotted floors;
2"'Waterers located over slotted floors;
O Feeders at high end of solid floors;
01"Scrape manure buildup from floors;
2"'Underfloor ventilation for drying
Manure collection pits • Urine; C3 Frequent manure removal by flush,pit recharge, or
Partial microbial decomposition scrape;
CT-Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ( Fan maintenance;
• Dust 0'*�Efficient air movement
Indoor surfaces • Dust 01"'Washdown between groups of animals;
O Feed additives;
O Feed covers;
O Feed delivery downspout extenders to feeder
co vers
Flush tanks • Agitation of recycled lagoon liquid O Flush tank covers;
while tanks are filling 13 Extend fil l to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid O Extend recharge lines to near bottom of pits with
while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank filling O Sump tank covers
and drawdown
AMOC-November 11, 1996,Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
Outside drain collection or 0 Agitation during wastewater O Box covers
junction boxes conveyance
End of drainpipes at lagoon • Agitation during wastewater ❑ Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emission; LSD Proper lagoon liquid capacity;
• Biological mixing; Or" Correct lagoon startup procedures;
• Agitation E/Minimum surface area-to-volume ratio;
C� Minimum agitation when pumping:
O Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler nozzles • High pressure agitation; a--l—irrieate on dry days with little or no wind:
• Wind drift &"-Minimum recommended onerating pressure:
Pump intake near lagoon liouid surface:
❑ Pump from second stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading:
surface • Mixing while filling; O Tank covers:
• Agitation when emptying O Basin surface mats of solids:
❑ Proven biological additives or oxidant
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid level;
• Mixing while filling;
❑ Remove settled solids reeularly
• Agitation when emptying
Manure,slurry or sludge • Agitation when spreading; /Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions M Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure,slurry • Volatile gas emissions while R"'� Soil injection of slurry/sludges;
or sludge on field surfaces drying rT"' Soil incorporation within 48 hrs.;
PK Spread in thin uniform lavers for rapid drying:
❑ Proven hioingical additives or oxidants
Dead animals • Carcass decomposition ❑ Proper disposition of carcasses
AMOC-November 11, 1996,Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animal disposal pits • Carcass decomposition rl Complete covering of carcasses in burial pits;
rl Proper location/construction of disposal pits
Incinerators • Incomplete combustion rl Secondary stack burners
Standing water around • Improper drainage; R�G rade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic matter
Mud tracked onto public • Poorly maintained access roads Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;.0200 RuleBMP 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 103-88 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 NC Pork Producers 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
AMOC-November 11, 1996,Page 5