310842_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: 31-0842 Certificate Of Coverage Number: AWS310842
2. Facility Name: K&,T Farm
3. Landowner's Name(same as on the Waste Management Plan): Ricky L Sutton
4. Landowner's Mailing Address: ..i50.8.uutladg . /9.0 Lase- .QV.
City: Kenansville State: NC Zip: 28349
Telephone Number: 910-296-1970 Ext. E-mail:
5. Facility's Physical Address: 247 William Grady Ln
City: Albertson State: NC Zip: 28508
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): willimn �L� fJ 5 f„�� Phone No.: OIC#: �&Y'
11. Lessee's Name(if there is not a Lessee,write"None"): 7 7
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 1,760
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment 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)
#1 3 L! g 4 q3 o 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 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 aU the 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 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,sign should be by a principal executive officer of the corporation):
Name: �. ' C Z, r Tide: C1 -'-1
4 �a
Signature: . Date: /
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:2019PermitRenewal@ncdenrgov
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
• Mortality Management ement 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 be at least one foot above the seasonal
high water table.Attach burial location map and plan.
D 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.
1:1
A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
11 In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a Any method which,in the professional opinionjof 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.
ignature of Farm Owner/Manager Date
Signature of Te nical Specialist Date
M

Nutrient Management Plan For Animal Waste Utilization
10-07-2008
This plan has been prepared for: This plan has been developed by:
X e T 4:4- .,K
Ronnie G. Kennedy Jr.
Ricky Sutton Agriment Services, Inc.
1249 E. Wards Bridge Rd PO Box 1096
Kenansville, NC 28349 Beulaville, NC 28518
910-296-1970 252-568-
eveloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this pla .
v L7 ZZP,>-,
Signature( wner) 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 BAo�ATechnicaloS'pecialist
o
y:
�� 7 Y
Signature Date
817496 Database Version 3.1 Date Printed: 10-07-2008 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 336,160 gals/year by a 1,760 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 774
Incorporated 1330
Injected 1464
Irrigated 842
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year I 842 3370 -2,528 13,346,012 -1,009,852
Note: In source 1D,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.
817496 Database Version 3.1 Date Printed: 10-07-2008 Source Page 1 of I
NOTE: Symbol*means user entered data.

Narrative
This is a revised plan from the 3/2/04 plan created by Billy W Houston of Duplin Soil and Water. The
overseed in this plan is not needed to fulfill the agronomic requirements of this farm. It will be the
producer's discretion as to if the overseed is to be planted for fall/winter application of liquid waste.
817496 Database Version 3.1 Date Printed: 10-07-2008 Narrative Page I 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 avai lab le.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
5073 Pull 1 2.56 2.56 N/A Pactolus Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
5073 Pull 2 1.81 1.81 N/A Pactolus Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
5073 Pull 3 1.71 1.71 N/A Pactolus Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
5073 Pull 4 1.97 1.97 N/A Pactolus Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
5073 Pull 5 3.61 3.61 N/A Pactolus Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
PLAN TOTALS: 11.66 11.66
LI I 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).
817496 Database Version 3.1 Date Printed 10/7/2008
PCS Page 1 of 1
NOTE: Symbol*means user entered data.

n
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 supple 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
ircgen Comm Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Read Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (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
5073 Pull 1 S5 Pactolus 2.56 2.56 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 51.13 0.00
5073 Pull 1 S5 Pactolus 2.56 2.56 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 239 0 0 Irrig. 239 95.47 0.00 244.39 0.00
5073 Pull 2 SS Pactolus 1.81 1.81 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 36.15 0.00
5073 Pull 2 S5 Pactolus 1.81 1.81 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 239 0 0 Irrig. 239 95.47 0.00 172.79 0.00
5073 Pull 3 S5 Pactolus 1.71 1.71 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 34.15 0.00
5073 Pull 3 S5 Pactolus 1.71 1.71 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 239 0 0 Irrig. 239 95.47 0.00 163.25 0.00
5073 Pull 4 S5 Pactolus 1.97 1.97 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 39.35 0.00
5073 Pull 4 S5 Pactolus 1.97 1.97 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 239 0 0 Irrig. 239 95.47 0.00 188.07 0.00
5073 Pull 5 S5 Pactolus 3.61 3.61 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 72.10 0.00
5073 Pull 5 S5 Pactolus 3.61 3.61 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 239 0 0 Irrig. 239 95.47 0.00 344.63 0.00
Total Applied, 1000 gallons 1,346.01
Total Produced, 1000 gallons 336.16 r
Balance, 1000 gallons -1,009.85�'?'• .
Total Applied,tons ;.i ;,• 0.00
Total Produced,tons :`: 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
817496 Database Version 3.1 Date Printed: 10/7/2008 WUT Page 1 of 1

11
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)
5073 Pull Pactolus 0.75 1.0
5073 Pull Pactolus 0.75 1.0
5073 Pull Pactolus 0.75 1.0
5073 Pull Pactolus 0.75 1.0
5073 Pull Pactolus 0.75 1.0
817496 Database Version 3.1 Date Printed 10/7/2008 lAF Page 1 of 1
'YOT)✓- S-mbol * means user�-n<ored 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 1 5 Years Accumulation 10 Years Accumulation 1 15 Years Accumulation
Swine Nursery Lagoon Sludge- Standard
Corn 120 bu 150 13.16 4.48 8.96 13.44
Hay 6 ton R.Y.E. 300 26.32 2.24 " 4.48 6.72
Soybean 40 bu 160 14.04 4.20 8.40 12.60
- - - - - - -- - - - - - - -- - - - - -- - -- --- --- ---
817496 Database Version 3.1 Date Printed: 10-07-2008 Sludge
a 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 )Va
Source Name Swine Nursery Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 129
1 2 164
1 3 180
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 180
1 11 175
1 12 144
*Available Storage Capacity is calculated as of the end of each month.
817496 Database Version 3.1 Date Printed: 10-07-2008 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 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).
817496 Database Version 3.1 Date Printed: 10/7/2008 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.
817496 Database Version 3.1 Date Printed: 10/7/2008 Specification Page 2

i
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.
817496 Database Version 3.1 Date Printed: 10/7/2008 Specification Page 3

e
• r
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.
817496 Database Version 3.1 Date Printed: 10/7/2008 Specification Page 4

Crop Notes
The following crop note applies to field(s): Pull 1, Pull 2, Pull 3, Pull 4, Pull 5
Bermudagrass Coastal Plain, 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.
The following crop note applies to field(s): Pull 1, Pull 2, Pull 3, Pull 4,Pull 5
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.
817496 Database Version 3.1 Date Printed: 10-07-2008 Crop Note Page 1 of 1

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Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
Hard Hose Traveling y Gun System
FIELD DATA WORKSHEET*
1. Make and model number
2. Hose length [feet] and hose inside diameter (ID) __),/ [inch]
3. Gun make and model number_ 0 ?IJ �r,M
4. Gun nozzle size [inch], �. . ring orifice, taper bore orifice
5. Gun arc angle F'? [degrees]
6. Travel lane spacing 1_1)t? [feet]. Indicate whether uniform or random.
Number of exterior hydrants ) . Number of interior hydrants
7. Gun wetted diameter .?';U [feet]. ✓ measured or based on gun chart.
8. Gun pressure v [psi] ✓ observed at working gauge,
determined from gun charts, calculated (show calculations)
! **9. Operating pressure at hose reel [psi]. observed at working gauge or
provided by owner.
' **14. Supplyline size
[inch] (from pump to last hydrant)
**11. Supply line length feet (maximum pumping distance)
**12. Supply line type PVC or aluminum
**13. Pump make and model number
**14. Pump capacity [gpm]
**15. Engine make and model number
or
**16. Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
** Optional data, furnish where possible.
j *** Information furnished by
and/or
Signature of, %-nerfnr acility representative Signature of technical specialist
Printed nam6 of o%%-ner or facility representative Printed name of technical specialist
Date of j jt�"11)1 Date
***Only the person or people collecting the data should sign the Field Data Worksheet.
n

nritcv MUSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
I. Farm number(identification) �%�1 �;`� Field number(identification)
2• Irrigation system designation W— Existing irrigation system New/expanded irrigation system
3. Dumber of travel lanes # Interior lanes # Exterior lanes feet] Lengthg of ull L1
# Interior lanes # Exterior lanes feet Length ofp l ,
(feet] pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] �)f [as a percentage of wetted diameter
6 Hydrant layout %fultiple hydrants Single hydrant Excessively spaced hydra nts
i. Read the irrigated area per travel pull for the given wetted diameter from the appro riate table and c
based on pattern, spacing, and travel lane location. p column
Travel lane length (L, Interior or I Exterior(lane/hydrant)
(a) Acres start end of pull from Table E'I Column '
(b) Acres middle portion of pull (L 1)
{Pull length�f= [feet] X abetted width r{I [feet]; / 43,560
(c) acres stop end of pull from Table ELLc, _ Column �.
Total acres for travel lane length (U) (Sum: a + b + c)
Travel lane length (L_) Interior or 2 Exterior (lane/hydrant)
A (a) Acres start end of Pull from Table ' 1.p L_�' _ Column C
1 (b) Acres middle portion of pull (L2)
{Pull length.' [feet] X Wetted width r
1 [feet]} / 43,560
(c) Acres stop end of pull from Table 1 r Column
r I Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L_) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table iz r `I C Column /�
© (b) Acres middle portion of pull (L3) r
Pull length.:-'-; ') [feet] X Wetted width d [feet]I / 43,560
(c) Acres stop end of pull from Table L.�if r;
_Column
' I Total acres for travel lane length (L3) (Sum: a + b + 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 he field.
(a) Acres per travel lane length (LI) X s# Lanes acres
_
,1 (b) Acres per travel lane length (L2) X �- # Lanes =
(c) Acres per travel lane length L3) X IS # Acres
g ( Lanes = Acres
41 �•� Total C.XWNfP wettable acres for field (Sum:m: 8a + 8b + 8c)
Wettable Acre Computational Wort sheet Completed b`:
P r.1" Date: q
Signature of technical specialist

MAKU HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 1 4" Field number(identification)
2. Irrigation system designation I• Existing irrigation system New/expanded irrigation system
3. Number of travel lanes_# Interior lanes 4 # Exterior lanes S1 1%" feet] Length of pull(L1)
# Interior lanes=# Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(B)4. Wetted diameter `? a [feet] from Field Data Worksheet
S. Spacing Hydrant spacing [feet] 6;' [as a percentage of wetted diameter]
6• Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and
based on pattem, spacing, and travel lane location. ppro p column
Travel lane length (L—) Interior or 4 Exterior (lane/hydrant)
(a) Acres start end of pull from Table r i7 Column ��' ©,:;,r x s ,
t (b) Acres middle portion of pull (L1)
{Pull length [feet] X Wetted width t 40 [feet]; / 43,560
C7 (c) Acres stop end of pull from Table . 1'=f,1 Column C
Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L_) Interior or '� Exterior (lane/hydrant)
(a) Acres start end of pull from Table �''I r Column '
^•,,Do (b) Acres middle portion of pull (L2)
{Pull length ! [feet] X Wetted width 71 (feet]?/ 43,560
(c) Acres stop end of pull from Table E F Column
L'-)L Total acres for travel lane length (U) (Sum: a + b + c)
Travel lane length (L_) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(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 travel lane length (L3) (Sum: a+ b + 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.
►° (a) Acres per travel Iane length (L1) X `f # Lanes = Acres
t,? (b) Acres per travel lane length (1-2) X # Lanes = ,acres
*02 (c) Acres per travel lane length (1-3) X r-.'� # Lanes
Acres
11,44 Total CAU31P wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre
Computational lVorlsheet Completed by: Date:
Signature of technical specialist
is

kvx4vhon in iu,gahon"
APSNEI ON 150 SERIES BIG GUN® PERFORMANCE - U.S. UNITS
150 TAPER BORE NOZZLE 1 SOT
150T-Specify size when ordering
Flow Path
l�
0.70" 0.80" 0.90" 1.0" 1.10 1.2" 1.3" 1.4"
9317-070 9317-080 9317-090 9317-100 9317-110 9317-120 9317-130
PSI GPM DIA.FT. GPM DIA.FT. GPM DIA.FT. GPM DIA.FT. GPM DIA.FT. GPM DIA.FT. GPM DIA.FT. GPM DIA.FT.
50 100 250 130 270 165 290 205 310 255 330 300 345 350 360 408 373
60 110 265 143 285 182 305 225 325 275 345 330 365 385 380 446 396
70 120 280 155 300 197 320 245 340 295 360 355 380 415 395 483 412
80 128 290 165 310 210 335 260 355 315 375 380 395 445 410 516 427
90 135 300 175 320 223 345 275 365 335 390 405 410 475 425 547 442
100 143 310 185 330 235 355 290 375 355 400 425 420 500 440 577 458
110 150 320 195 340 247 365 305 385 370 410 445 430 525 450 605 471
120 1 157 330 204 350 258 375 320 395 385 420 465 440 1 545 460 632 481
150 TAPER RING NOZZLE 1SOTR COMPONENTS:
Body Toper Ring Cap
150TR= Body+Cap+ 1 Taper Ring #9773 #9238-Z?? #6286
Specify size when ordering
LoFlow Path
0.88" 0.96" 1.04" 1.12" 1.2" 1.28" 1.36"
9238-022 9238-024 9238-026 9238-028 9238-030 9238-032 9238-034
PSI GPM DIA.FT. GPM DIA.FT. GPM DIA.FT. GPM DIA.FL GPM DIA.FT. GPM DIA.FT. GPM DIA.FT.
50 135 270 164 286 196 302 233 318 274 333 319 347 369 358
60 148 284 179 301 214 317 255 334 301 351 350 367 405 378
70 159 299 194 315 231 331 276 349 325 366 378 382 437 393
80 170 310 207 330 247 346 295 364 347 381 404 397 467 409
90 181 320 220 340 262 357 313 377 368 396 429 411 495 424
100 191 329 231 350 277 366 330 386 388 405 452 423 522 436
110 1 200 339 243 359 290 376 346 397 407 416 1 474 433 548 446
120 209 349 253 369 303 386 361 407 425 426 1 495 443 572 457
150 RING NOZZLE 1 SOR COMPONENTS:
150R=Body+Cap+Set of 7 Rings Body F&V CCP
Specify size when ordering
#9773 #6287-??? #6286
1
CD
Flow Path-13
0.86" 0.97" 1.08" 1.18" 1.26" 1.34" 1.41" 1.47"
6287-086 6287-097 6287-108 6287-118 6287-126 6287-134 6287-141
PSI GPM DIA.FT. GPM DIA.FT gtM, DIA.FT.. GPM DIA.FT. GPM DIA.FT. GPM DIA.FT. GPM DIA.FT. GPM DIA.FT.
50 100 245 130 265 (1652 285 205 300 255 320 300 335 350 350 385 353
60 110 260 143 280 M 300 225 315 275 335 330 350 385 365 423 368
70 120 270 155 290 197 310 245 330 295 350 355 365 415 380 458 383
80 128 280 165 300 210 320 260 340 315 360 380 380 445 395 490 399
90 135 290 175 310 223 330 275 350 335 370 405 390 475 405 522 409
100 143 300 185 320 235 340 290 360 355 380 425 400 500 415 550 419
110 150 310 195 330 247 350 305 370 370 390 445 410 525 425 577 429
120 157 315 204 335 1 258 360 320 380 385 400 465 420 1 545 435 1 603 439
Dianatas are bowod an 2C n'RedaY-f9 Clore pa Fa m- dato Fca been obtdned undo Wad test cwdticro and may bo adversely off, by wirct poor hydm is ad.- cw dfam or cvW 6octors Ndson Wgxdcn
C"Pordion-d——rgv=c dcdi—rogwdry dreoct—dim w i%Tdty,or wpliao6an rate.
Nelson Irrigation Corporatian 848 Airport Rd. Walla Walla,WA 99362 USA Tel:[phone] Fax:[phone] E-mail:nelson@nehonirr com Web site:www.nelsonirrigaflon.com

CARROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
FARM
NAME OR NUMBER r.2Abl d
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LOCATION z jl
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G(LJCRJ YQI 7-0CZnj71a`C-7Z6yJ
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tlTi� T1Gi AR_C Vl7r P6E 71'4y£4 ,
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r...�. P a'Cm nsv l t?)N C 23349
; .....F.-.'•, �11111�L States Soil
v
: Department of Conservatio-t 'S Agriculture Service
•�'CiC'.1)11U11C 91 9-2y6-21 21
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME v oil LOCATION
Ad-
TELEPHONE_9 I C ,>n �w So,•-f'h- o —�'
r `" 63 SIZE OF OPERATION 7 Dl �► I fiC GG�iC/
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER 1 Ob0�f• �S�nl�
NUMBER OF HOUSES WITHIN 2000 FEET OF SITE YES NO
IS SITE WITHIN 100 YEAR FLOOD PLAIN?
IS SITE AT LEAST 100 FEET FROM A "BLUE LINE" PERENNIAL STEAM? �-fir NO
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPAL
if yes,landowner should consult with local zoning board about required permits
WETLANDS
V CLEARII�IG WOODLAND OR ANY NON CROPLAND? YES_ NO
WILL SITE INVOL E
IF YES,HAS PRODUCER COMPLETED AN AD-10 RM? YES
BE MEASURED BY GISTERED SURVEYOR PRIOR OT NO
DOES NON WETLAND NEED
TO YES MANAGEMENT PLAN YES NO ✓
APPROVING
IF WETLANDS ARE INVOLVED,IT IS THE RESPONSIBILITY OF THE POADLUNAGEMENT TO TO CONTACT THE US
ARMY CORP OF ENGINEERS AND THE NC DIVISION OF ENVIRONME ML
DETERMINE IF ADDITIONAL PERMITS ARE REQUIRED. v0 WETLANDS��CORP 0�ENGIh'EERS AND NTIL
PRODUCE R RECEIVES WRITTEN APPROVAL FROM SCSI
DIVISION OF ENVIRONMENTAL MANAGEMENT.
WASTE MANAGEMENT--VALID ONLY IF WASTE MANAGEMENT PLAN ATTACHED
OWN ENOUGH LAND TO PROPERLY LAND APPLY WASTE? YES`� NO�
DOES PRODUCER _
IF NO,DOES PRODUCER HAVE ACCESS TO MORE.LAND? YES N
i SEE ATTACHED PLAN FOR SPECIFIC RECOMMENDATIONS
l_
SOIL ExyVESTIGATION--VALID ONLY IF SOIL Il0-ESTIGATION SHFET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES '�_ NO —
IS ACLAY LINER REQUIRED? YES J_ NO
r - ONSITE`! YES NO _ QULS'I'ION��_ELE(�
IT YES,IS CLAY AVAILABLE '-- t`G
iS A CORE TI2-ENCH REQUIRED? ------ 1 r_---
%SITE' APPRONT,D YES _ _ --
Go.'tr Zvi II,; vim ,�. t�'►,��r ��t! K(i`i 1.c�'I'i•: t IIIS l'i'I:4)�'c�t.
`JAL,t1U.to Oi`!S�.S��r�1�l�l��l�i)S�JAl,lrf 1()c\( I).�
i NI: ;1'"Cli\1I:UI:l)1atG`•.
�,_!•.hGt�()N t�1�I,S'I'ti;:.7iUltOtil RESIDENCE
h1�100 Ot►SbtvB tOti Scrvt�r' -__ ,
�nn vneAr-y Ot It, t(I �u• _ t�t l j_�.� ._._.
I? t $rtrt=1Ar1rTltn•o: hgri:Ut:1.t:C �;/� t�(.Jftl•i
i "--- ------ ---- ------��

• • • �• z /
• • • • •
WATERSHED AREA MEASUREMENTS
CROPLAND-ACRES
WOODLAND-ACRES TOTAL ACRES;i POND CLASS
SKETCH e PROPOSED- •• • BORINGS .. .
■r�■rrr®■®®■Locate reference point in center line of dam and Identify on sketch.
NMI
■■■ ■■■■■■■�••M!!■s■■■■■■■
MENNEN MENNE
MENNNEEMEN 0 MM
111IMMOMMENMEMS■©■®■NII■■■■■
MENEM INENNEEN NONE
MENSIM No ■■WOME■■1A■■mom
EMEN No ®■ 0M
mom ON r■■■!7■r■■■Ems
MEMM MINNIE 0 N�■
MENNEN@ M■� M Mmm MEN
..
MENEM ENE E MMEMME 111111�
■ MEN mom M ME mo■
rr� NO rrr rr
M
BORINGMake and list dam-site and spillway borings thst-then-ponded area and borrowpit borinos-SeParaft with&wdcal red line.
NMI
NOS ME
��fal•Ir�!t;���t��l 10;WE l
®�e�r��a�!i■��t rir;rtrt�trta��tit���r�
- �ll,�,- ■�,1��1l�t�l■1�1■�'�I■1■1�t�� 1
INS
' MR I�I���!rl�1Nl�:rl���l�i��r
.• 1�r

NC-CPA 16
5 ilepartment of Agriculture 4_92
oil Conservation Service
ENVIRONMENTAL EVALUATION
,and User/Owner6Q6-v1d S� y County
Location/Tract & Field Number S Acreage 13• fo
Prepared by
Date_
Brief Description of Planned Practice/RMS/Project Measure:
Pot '
Environmental Factors and Resources to Identify and Evaluate
Is wetland included in the planning area: (References: NCPM;
1. 190-GM 410.26; Hydric soils list; Classification of Wetlands and
Deepwater Habitats of the U.S. ; National Wetlands Inventory Maps;
NFSAM.
No
, 4
'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, DE.M, 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

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-GM 410.23 and . 24)
✓ No
Yes - If yes, encourage landuser to consult with concerned
agencies, societies, and individuals to arrive at
mutually. satisfactory land use and treatment.
Does the: planning: area. i�ncl;ude..• the: 100_-�reaac• flooC ..pl-ain?
(References -, NCPM•;; 19A:-�GM: 4t1:0..2a ; HUfl Flood. Plain. maps):
f No
Yes If. yes.,.
-T Is- the- assisted actiom Uke-ly. to. have: sisni:fipant
adverse effects, on. existing: natural and beneficial.
values- in. the. flood: pla n•?:
--� Is. there a practi.ca�:_ alternative: outside. the. flood,.
plain?.-
-r Has: the flood plain; been used for agricultural-
production- for at least 3. of the- last 5: years?
Is an. ar.chaeol:ogical or historical site. located, in the: planning
area? (References: NCPM.;. 420-GM 4'01;- National Register of
Historic Places):
f NA.
Yes. - If., yes,: have. steps. been; taken to ensure- the
protection of this area?-
6.. Ore there. any prime, unique, or locally important farmlands: in
the operating: unit?- (:References: 310-GM).
No
f Yes - If yes-, 'Identify, on. a soils map or- legend. Too) PC
T. Will. the. action result in sodbusting??
✓ No Yes
8. Will the action result in swampbusting?
No Yes•
9 Is there a potential for controversy?, From whom?
No. ✓ Yes- 906*%do%own err

Are per
required?/Should the person contact permit agencies?
No Yes
J/ 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
0E/A e5 i J+cov+ 10-1
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)perator:DAVID SUTTON County: DUPLIN Date: 03/21/94
Astance to nearest residence (other than owner) : 1500. 0 feet
L. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. _ 0 lbs
0 sows (farrow to feeder) x 522 lbs. _ 0 lbs
0 head (finishing only) x 135 lbs. 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
1776 head (wean to feeder) x 30 lbs. = 53280 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 53280 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 53280 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 53280 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet �6 ` C-""-rC0 AA-
REM.e'lu
4. TOTAL DESIGN VOLUME
Inside top length 150.0 feet ; Inside top width 115. 0 feet
Top of dike at elevation 51.9 feet
Freeboard 1. 0 feet ; Side slopes 3 . 0 1 (Inside lagoon)
Total design lagoon liquid level at elevation 50. 9 feet
Bottom of lagoon elevation 40.9 feet
Seasonal high water table elevation 46. 3 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3. 0 3 .0 3. 0 144. 0 109 . 0 10. 00
AREA OF TOP
LENGTH- * WIDTH =
144 . 0 109. 0 15696 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
84 .0 49 . 0 4116 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
114 . 0 79. 0 36024 (AREA OF MIDSECTION * 4)
CU. FT. = PAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
15696. 0 36024 . 0 4116 . 0 1•,
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 93060 CU. FT.

f .:7
f'
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
150.0 115. 0 17250. 0 square feet
Buildings (roof and lot water)
Length * Width =
0. 0 0. 0 0. 0 square feet
TOTAL DA 17250. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 53280 Lbs. SSLW * CF of Waste/Lb. /Day * 180 day:
Volume = 13043 cubic feet
$. Volume of wash water
This is the amount of fresh water used for washing floors or voluille
of fresh water used for a flush system. Flush systems that recirculat.
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 = 10062 . 5 cubic feet

fi
I
5D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 10781. 3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 13043 cubic feet
5B. 0 cubic feet
5C. 10063 cubic feet
5D. 10781 cubic feet
TOTAL 33887 cubic feet
6. SUMMARY
Total required volume 87167 cubic feet
Total design volume avail. 93060 cubic feet
Min. req. treatment volume plus sludge accumulation 53280 cubic fE
At elev. 48. 1 feet ; Volume is 55269 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 82279 cubic feet
At elev. 50. 1 feet ; Volume is 81710 cubic feet (start pumping,
Seasona high water table elevation 46. 3 feet
7. DESIGNED BY: { APPROVED BY:
0)
DATE: DATE: 1��
NOTE: SEE ATTACHED WASTE UTILIZATION P"' "'
COMMENTS: SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL
VOLUMES ARE CORRECT

WASTE UTILIZATION PLAN
FOR
David & Lynn Sutton
833 Seth Turner Rd.
Albertson NC 28508
September 27, 1993
Your animal waste utilization plan has been specifically
developed for your 1760 WEAN TO FEEDER SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization' plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value
of the waste and to ensure that ;it is applied in an environ-
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application: Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may
result in runoff to surface waters. . Wind conditions should
also be considered to avoid drift and downwind odor problems.
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor proble-ms.
The acres needed to apply t he animal waste are based or,
typical nutrient content for this type of facility. Annual
acreage requirements mev he v-ore or. Less depending on the
specific wasL�� analysis rep art for your facility at the time
of i•r^igation.

Your waste utilization plan is based on the following :
t
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
-------------------------
I NUMBER OF I ( TONS WASTE PER I TONS WASTE I
I ANIMALS I TYPE OF ANIMALS 1 1000 ANIMALS I PER YEAR I
I ----------- I ------------------------------I --------------- I ------------ I
1 1760 1 WEAN TO FEEDER 1 400 1 704 1
-------------------------------------------------------------------------
TABLE B. SUMMARY OF CROPS BY FIELD
---------------------------------------------------------------
I TRACT 1 FIELD I SOIL I ACRES I CROP 1CROPCODEI
I --------- I ------- I ------- I ------- I -------------------- HAY------- i -BH
-----
1 5073 1 5 1 PaA 15. 0 1 HYBRID BERMUDAGRASS
1 5073 1 5 1 PaA 15. 0 1 CORN I CO 1
-----------------------------------------------------------------
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
C - -- - -ROP ISOILIYIELDIUNITSITOTAL NI *TOTAL P I *TOTAL K I
--------------------------- I ---- I -----'1 ----- I ------- I ---------- I ---------- I
E HYBRID BERMUDAGRASS HAY IPaA 14. 0 ITONS 1200 10 1140 - 160 1
1 CORN 1PaA 165 1BU 181. 25 10 160 - 80 1
-------------------------------------------------------------------------------
+� Total phosphate and potash amounts should be confirmed with a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
------------------------------------------------------------------------------
I I I CROPIWASTE APPLI 'TYPE IWASTE N i COMM NI MONTHS TO APPLY I
1 TRACT IFIELDI CODEI METHOD I WASTE I LB/AC I LB/AC I ANIMAL WASTE l
-------I ----- 1 -----I ---------- i -------- I -------- ► ------- 1 --------------------
15073 1 5 1 BH 1IRRIGATE (SWINE 1 200 1 0 1 APRIL TO OCT I
15073 1 5 1 CO ( IRRIGATE ISWINE 1 81. 25 1 0 1 MARCH TO JUNE l
------------------...------------------------------------------------------------

'he acres, crops, and application method shown in the preceding Labie'.s will
ommodate approximately 2929. E animals of the type shown in Table A-
more commercial fertilizer is used than is shown in Table D, then
iuditional acres of land will be needed. A 3 - 15 feet wide permanent
jrass filter strip should be seeded along all ditches in fields that
,eceive animal waste.
kDDITIONAL COMMENTS
Prepared by: Title , Lon �
Concurred in by.
Date
Producer

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 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 of 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 at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin pump-out of the lagoon when fluid level reaches eleva-
tion 50. 1 as marked by permanent marker. Stop pump-out when
the fluid level reaches elevation 48 . 1 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year storm
is 23105 cubic feet or 172829 gallons. As stated before, this
volume will vary considerably from year to year.

f
4 . The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0. 3
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of topsoil (311) and stockpiled for use on dike and pad
slopes (2-311) . The topsoiling quantity is in excess of amounts
specified on page one (1) .
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthf ill areas 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 not placed in standing water. Compaction shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of e$t--below grade and backf illed and
compacted with a SCS approved mate ial (ie-CL,SC,CH) . Refer to the soil
investigation information in the pl s for special considerations.
Precautions should be taken during co truction to prevent excessive
erosion and sedimentation. t
NA
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

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

Orientation: -45.0 Z Magnification: 35.8 Inclination: 20. 0
52.00
si.50
S1.00
...... ......
se.00-
49.SO­
49. 00
48.50
48.00
Lower Left 3D Mesh Surface
3D Mesh Surface
Existing
Project: DAVID SUTTON
Drawing: OFF SITE NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework

51:1 Re 51.00
X Bi.40 X 61.00
j
X 50.30 X 50.40
50.00 W 50 80.30
60.00 50.00
X 49.30 X 49.10 X 4 3.40
X 48.90 *48.40 Da light aster
Plot of all data for the surface:
Existing
Project: DAVZD SUTTON
Drawing: OFF SITE NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
i
Prepared bW: using 5itework I

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]rientation: -45.0 Z Magnification: 10.6 Inclination: 20.0
62.00'
60.00•'
48.0 0
46.0 0- 1 /'
44.00
42.00
40.00 /\
Lower Left 30 Mesh Surface
3D Mesh Surface
Balanced
Project: DAVID SUTTON
Drawing: OFF SITE NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework

Fill shr /swell percent: zu. uu uuL snrinx/sweii �;e,��: v• vv
Iterating to balancing within 10. 0 cubic yards. . .
delta Cut Fill CUT - FILL
0. 00 2236.79 3948. 32 -1711. 53
-0. 81 2704. 48 2441. 38 263 . 09
-0. 70 2639 .83 2639 . 35 0. 47
Lower "Proposed" by 0.70 feet.
New surface called "Balanced"-has-been-created.
------- v p� v �
Project: DAVID SUTTON � ( � I
Drawing: OFF SITE NURSERY til1n�V L V 5 '� ( ` bA `����
Number:
Location:
Bid Date: �a S �� 04C Ivjt- V�NY
Engineer: 1
Owner: U U v VI/1( ` Oak 0 vuhc- o-� S O k
Estimator: 1
Prepared by: using Sitework

g86�e
51.97 '$ 3M 97
Si. 30
9S @51. .&GO
4...5ROMB...............................................................................; 40030
..................................................................: 51. Be
.............................140.86 i
40.86
•n..M....................................................................
.................................................................................................. E1.86
Da light 3s6intpr
Plot of all data for the surface:
Balanced
Project: DAVID SUTTON
Drawing: OFF SITE NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
IPrcpa. cd Ua: uzing Sit�war�

..................................................................................................
..4'W ss.............................
EE..61 86..................................................................
................................................................................................. �erimeter
.86
Da light
Plot of the contour data for the surface:
Balanced
Project: DAVID SUTTON
Drawing: OFF SITE NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared .ow; using Sitework I

T?S30
61.97 's EL7 97
Si. 30
95�Mj@ S1.elQ. 1 4�060
4 5?086 40530
61.66 61. 36
40.86 40.86
40.86 761. 6
6186
Daylight Water
Plot of the sloping lines for the surface:
Balanced
Project: DAVID SUTTON
Drawing: OFF SITE NURSERY
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: usinq Sitawork
I

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......................................................................... 14§53 0
'• 8�.gg............................................................: 61.B6
40:'86... ...................... 40.86
.. 40.88
mutt ................... .................................... 61.e6
............................................. ............................................ 1.86
40. OaWlight 25'moter
OAVID SUTTON: OFF SITE NURSERY: Balanced 21 MAR 94 12.13 PM

64.00
Proposed
52.00 ..................... ............................. ...................... ................... ................................................................................................................................................................................................
E listing -\7
V...................... ........ ......................................................... ... ................. .......................... .............................................................................. ...........
48.00 ...... ......................... ..... . ............. ............ .................................. ......
46.00 ......................................t. .................................................................................................................................................................................................................................................................................................
44.00 . ................ ............................... .................................... ...................................................... ..............................................................................................................................
42,180 ............... ... ........ ............... ...................I..................... ............................................. ................................................. ............... ................... .................. ....... .......
40.00
(315.SOP ISO.31) <35I.65> (308.13P 501.89)
DAUID SUTTON: OFF SITE NURSERY 21 MAR 94 12: 13 PM

c
All
a A V( p

U S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1930
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner County
Community or Group No. Nf_ ( Conservation Plan No.
Estimated Depth of Water to Top of Dam /,D Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation �t
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
• Est. Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
• Flood Plain: Flood Plain
• Ft. Ft. - Ft.
Ft. .
1
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach Norm. 4) i, -9•^��'� �- ���� /V F C�;� o), _
I`[}
iL
i V
Hazard Classification of Dam (86 b, c) (see NEM-Part 520.21)
Dam Classification �I II, III , IV, V)
B � .` / Date
-a 4
y ,,�,.. <
nave title
Concurred By <. S J-P. Date 4 �Ll/S
4Y title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

t'Sc',�D I
SMIPLE 0LL11C t 10:
A. Liquid Planure Slurry
1 . Under-slotted-floor pit
a. Use a length o 1112" conduit open on one end and that can be
easily sealed on the other end (e.g. , by placing one's thumb
over the end of the conduit) .
b_ With both ends of the conduit open, extend it into the manure
to the pit `door.
c. Seal f.ne upper end of the conduit trapping the manure that has
entered the lower end, remove and empty into a bucket or container.
c. Collect samples from at least 5 locations or at least enough _
for a total of 1 quart of slurry.
e. Thoroughly mi.x this slurry and empty approximately 1/2 pint
into .sample container.
2. Exterior storage basin or tank
a. bake sure the manure has been well mixed or homogenized with a
liquid manure chopper-agitator pump or propeller agitator.
b. Take samples from approximately 5 locations in the pit, from. the
agitator pump," or from the.im�oure spreader and place.in a bucket.
c. ': Thoroughly mix and empty M�-pint into sample container.
11. SAMPLE PREPARATIO14 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.
6. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Hand-delivery is the most reliable way of sample transfer, but it can also
be mailed.
f p U. I mailed,1 ed sample container should first be protected with a packing material
sam
such as newspaper, then boxed or packaged with wrapping paper and taped.
E. The 14CDA Plant Analysis Lab provides this service for a nominal fee of
$4 per sample which should be forwarded along with the sample.

PSWIC() i
Ir. DeparLMCIII c;� icui Lul'e
1 . /:cidt-c:�5: si s Lab Analysis y
Agronomic Division .
a1 ue Ridge Road Center
Raleigh, NC 27611
ph: (919) 733-2655
Attn: Dr. Ray Campbell
Request that as a mi
nimum nimum the following analyses be performed:
F. •
1 . Total nitrogen (T Mq)
2. Ammoni a ni trogen (7P N)
Total phosphorus .( 3
3. To P . (�;} analysis
.
4. Potassium ld also include a total so-lids (TS}
5. pry litter samples shou
cost by KCDA include trace minerals-
G. Other analyses performed at no extra

PS.4CD 2
1 . Collect approximately 1/2 pint of recycled lagoon liquid from the
inflow pipe to the flush tanks.
2. Front lagoon I
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. Sub-merge 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 l pint into sample
container.
3. From a multi-stage lagoon system collect sample from lagoon that
is going to be irrigated from.
( SNIPLE 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;shoul d not be chl or.i nated or treated -i n any other way.
Dry litter may al s<o'be placed in deed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred 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
$A per sample which should be forwarded along with the sample.
1 . Address: U. C. Department of Agriculture:
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, NC 27611
(919) :3J-2655
^.ttn: Dr. Ray Campbell

]1 PSWCD 24
1
j .
ill a i,ses be
t�ii3 I
l . Total nitrogen (T},Iq�
'2. Amilmonia nitrogen SNH
N)
3. Total phosphorus
l
4. Potassium I
also include a total solids (TS) analysis.
5_ Dry litter samples should �
G. Other analyses performed at no extra cost by hCDA include trace minerals.
• � I
t
r
1
I
k
!
i
i
I

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