310133_Application_20240306

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310133
2. Facility Name: Shenandoah Farm
3. Permittee's Name (same as on the Waste Management Plan): Graham L Kennedy
4. Permittee's Mailing Address: 1193 S NC 11 I
City: Chinquapin State: NC
Telephone Number: 910-298-3381 Ext. E-mail:
5. Facility's Physical Address: 1352 S NC ill Hwv
City: Chinquapin State: NC
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): Graham L. Kennedy Phone No.: 910-389-1115
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 3,672
Operation Types:
Zip: 28521
Zip: 28521
OIC #: 19658
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
#2 STORAGE
Storage
11/5/1991
Full, clay
253,833.00
37,052.00
32.40
LAGOON #1
Lagoon
9/6/1989
Full, clay
495,551.00
63,000.00
19.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), 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, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the PermitteetLandownertSigning Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): %'fit (�L61�?t ts>orr.�y Title: �uin�- ✓
Signature: _ Date: 9 6 ARa-0, 7-
Name (Print):
Signature:
Name (Print):
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Graham Kennedy (31-133)
Graham Kennedy
1783 South NC I I I Hwy
Chinquapin, NC 28521
(910) 2984147
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-2648
Develop r Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature ( caner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:-i'�r-�i
Technical Specialist Signature Date
------------------------------------------------------------- --------------------
785831 Database Version 4.1 Date Printed: 08-24-2021 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 3,403,944 gals/year by a 3,672
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
6136
Incorporated
7363
Injected
7363
Irrigated
6136
Max. Avail.
PAN (Ibs)*
Actual PAN
Applied 0bs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
6,136
15775
-9,639
8,848,216
-5,444,272
----------------------------- ------------------------------------------
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
785831 Database Version 4.1 Date Printed: 08-24-2021 Source Page I of I

Narrative
8/24/2021
FIELD 2 & 4 changed crop to fescue hay.
12/20/2021
FIELD 5 changed crop to bermude hay / small grain overseed.
-------------------------------------------------------------------------------
785831 Database Version 4.1 Date Printed: 08-24-2021 Narrative Page 1 of I

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
5968
I-CP1
8.48
8.48
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
5968
1-PI
1.33
1.33
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
t
Hybrid Bermudagrass Hay
6.5 Tons
5968
2-PI
5.62
5.62
N/A
Goldsboro
Fescue Hay
4.0 Tons
5968
2-P2
2.581
2.58
N/A
Goldsboro
Fescue Hay
4.0 Tons
5968
2-P3
2.11
2.11
N/A
Goldsboro
Fescue Hay
4.0 Tons
5968
4-Pl
6.40
6.40
N/A
Foreston
Fescue Hay
4.0 Tons
5968
4-P2
5.70
5.70
N/A
Foreston
Fescue Hay
4.0 Tons
5968
1 4-P3
5.701
5.70
N/A
jGoldsboro
Fescue Hay
4.0 Tons
5968
4-P4
5.70
5.70
N/A
Goldsboro
Fescue Hay
4.0 Tons
5968
4-P5
5.70
5.70
N/A
Goldsboro
Fescue Hay
4.0 Tons
5968
4-P6
6.40
6A0
N/A
Goldsboro
Fescue Hay
4.0 Tons
5968
1 5-PI
6.401
6.40
N/A
lForeston
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.0 Tons
5968
5-P2
2.60
2,60
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
5968
1 5-P3 1
4.401
4.40
N/A
lGoldsboro
ISmall Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
PLAN TOTALS: 69.12 69.12
LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<_ 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328). Long -Term No -Till (778). and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
785831 Database Version 4.1 Date Printed 8/24/2021
PCs Page I of I
NOTE: Symbol * means user entered data.

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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
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
5968
I -CPI
Goldsboro
0.50
1.0
5968
1-P1
Goldsboro
0.50
1.0
5968
2-PI
Goldsboro
0.50
1.0
5968
2-P2
Goldsboro
0.50
1.0
5968
2-P3
Goldsboro
0.50
1.0
5968
4-P 1
Foreston
0.50
1.0
5968
4-P2
Foreston
0.50
1.0
5968
4-P3
Goldsboro
0.50
1.0
5968
4-P4
Goldsboro
0.50
1.0
5968
4-P5
Goldsboro
0.50
1.0
5968
4-P6
Goldsboro
0.50
1.0
5968
5-P1
Foreston
0.50
1.0
5968
5-P2
Goldsboro
0.50
1.0
5968
5-P3
Goldsboro
0.50
1.0
785831 Database Version 4.1 Date Printed 8/24/2021 lAF Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. Inmost 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
Crop
Maximum
PA-N Rate
lblac
Maximum Sludge
Application Rate
1000 gallac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
14.69
41.25
82.50
123.75
Hay 6ton R.Y.E.
300
29.38
20.62
41.25
61.87
Soybean 40 bu
160
15.67
38.67
77.34
116.01
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785831 Database Version 4.1 Date Printed: 08-24-2021 Sludge Page I of I

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.
Availablei
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/ 1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
180
1
2
180
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
180
1
12
180
* Available Storage Capacity is calculated as of the end of each month.
--------------------- - ----------------------- -----------------
785831 Database Version 4.1 Date Printed: 08-24-2021 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, MRCS 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).
------------------------------------- -----------------------
785831 Database Version 4.1 Date Printed: 8/24/2021 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
(001the 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.
------------------------------------------------------------------------
785831 Database Version 4.1 Date Printed: 8/24/2021 Specification Page 2

rN 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.
lb. 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.
----------------------------------------------------------------------------------
785831 Database Version 4.1 Date Printed: 8/24/2021 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
----------------------------------------------------------------------------------
785831 Database Version 4.1 Date Printed: 8/24/2021 Specification Page 4

Crap Notes
The following crop note applies to field(s): 1-CP1, 1-P1, 5-P1, 5-P2, 5-P3
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I 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 V 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): 1-CP1, 1-P1, 5-P1, 5-P2, 5-P3
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
---------------------------------------------------------------
785831 Database Version 4.1 Date Printed: 08-24-2021 Crop Note Page 1 of 2

The following crop note applies to field(s): 2-P1, 2-P2, 2-P3, 4-P1, 4-P2, 4-P3, 4-P4, 4-P5, 4-P6
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain, tali fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lblac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
Ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and
potassium recommendations. Apply 40 to 60 lblac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lblac. N to
pure -stand fescue for hay production; reduce N rates by 25% to 50% for grazing. Apply N Feb. I to Mar.
20 and Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
----------------------- -------------------------------------------
785831 Database Version 4.1 Date Printed: 08-24-2021 Crop Note Page 2 of 2

w
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W
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W
REINKE IRRIGATION SYSTEMS
PIVOT SYSTEM SPRINKLER CHART
ELECTROGATOR 11 2660 Opt 57"
REINKE IRRIGATION SYSTEMS
RMCchart0.97d
DATE: 07 Jan 2005
DEALER: RAINMAN IRRIGATION CUSTOMER NAME: GRAHAM KENNEDY
NUMBER: SERIAL NUMBER: 1004-C32591-2660
NUMBER OF TOWERS: 2 NOZZLE FILE: R3000R
GAUGE PRESSURE: NOZZLE SELECTION OPTION: 2
TOTAL SYSTEM FLOW: 200.0 __9pM) FRICTION C-FACTOR: 140
TOTAL PIPE LENGTH: ___ZUT_._U__ft COVERAGE WITHOUT GUN: 286.0 ft
END GUN TYPE: SR75 '. ADJ. END GUN RADIUS: 84.0 ft
FLOW RATE & RADIUS SPECIFIED -NOT COMPUTED
SYSTEM gpm PER acre: 20.8
LAST TOWER - TIRE SIZE: 16.9 x 24 CENTERDRIVE: 24:1
SYSTEM MANUFACTURER: ReinkeE2
1 137F2660 SPAN 1, 141.3 ft, 5.79 in ID PIPE
1 118F2660 SPAN 2, 118.0 ft, 5.79 in ID PIPE
1 23GF OVERHANG, 21.8 ft, 2.78 in ID PIPE
DISCLAIMER
The uniformity of water application obtained with this system can be
adversely affected by many variables including, but not limited to,
the improper makeup or installation of the nozzle package; obstructed
nozzles; tight and/or sloping soils; improper end gun arc settings;
incorrect maintenance of pivot pressure; unfavorable I climate
conditions; and erratic and improper operating speed of the system.
Reinke Mfg. Co., Inc. makes no warranty as to the uniformity of
the' coverage to be obtained from this water application printout
other than its mathematical accuracy.
The products, which are specified as a part of this nozzle package
design, are.covered by the original manufacturer's printed "Warranty
and Disclaimer", which applies to the individual components of their
own manufacture. Reinke Mfg. Co., Inc. cannot be responsible for
the performance of these products and makes no warranties, INCLUDING
THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSE,
where permitted by law, and does hereby disclaim any liability for
damages due to failure of these products to perform as anticipated.

�
BP050059 07 Jan
2005
BaiokeE2, 2 TOWER, 200 gpm,
56 psi
PAGE 2
^ -OUTLET-
-SPRINKLER-
-DEG-
-GPM-
P883SU8O
NO.
LOC,
NO.
SE2.
MODEL
NOZZLE
MODEL
REQ.
DEL.
I0LZ0E
I
6.6
PLUG
2
I1.4
PLUG
3
I6.1
PLUG
4
20.9
PLUG
5
25.6
°
PLUG
6
30.4
PLUG
7
35.1
I
35.1
83000
TN-@I4
Lime
LB20
1.5
1.6
53.3
O
59.9
PLUG
9
44.6
PLUG
IO.
49,4
2
14.3
83000`
TN-#16
Lavender
LB20
2,0
2.1
53.3
Il
54.1
PLUG
12
58.9
PLUG
13
63,6
3
14.3
R3000
TN-#I8
Gray
LB20
2,6
2.6
53.3
14
68,4
PLUG
16
73.1
PLUG
16
77.9
4
14.2
83000
TN-#20
Turquoise
LB20
3.2
3.2
53.3
17
82.6
PLUG
18
87,4
PLUG
19
92.1
5
14.3
B3000
T0-#22
Yellow
LB20
3.8
3,8
53'3
20
96,9
PLUG
21
I0I,6
PLUG
32
^
IO6 4
6
^
I4 3
�3OOO
�0-#3�
Red
�820
4 �
`
4.5
�3,2
t
3]
llI ` l
e�OG
24
I15,9
PLUG
26
120.6
7
14,3
R3080
T0-#26
Red e/wbite
LB20
A,8
4.3
53.2
26
125.4
PLUG
^
27
130,I
PLUG
28
134.9
8
14.3
83000
T0-#26
White
LB20
5.3
5.3
53.2
,
141.3
TOWER
NO.
..
l
29
I43.6
PLUG
30
148.4
9
13,5
K3000
T0-#27
White w/blu
8B20
6.0
5,8
53.2
31
153,1
PLUG
32
157.9
PLUG
33
162.6
10
14.3
B3000
T0-#29
Blue w/bzo
BB20
6.9
6.7
53,2
34
167.4
PLUG
35
I72.1
PLUG
36
176,9
11
14.3
B3000
T0-#31
Brwri w/ozog
8820
7.5
7,5
53.1
37
18I,6
PLUG
38
188,4
PLUG
39
18I,1
12
1.4,3
D3088
T0-#32
Orange
BB20
7.9
8.0
53.1
40
I96,9
2LOC
41
200,6
PLUG
42
205.4
13
14.3
B3000
TN-#29
BIms w/bzn
BB20
5,8
6.7
53-I

Re050059 07 Jan 2005 8atnkeD2, 2 TOWER, 200 gpm, 55 psi gJ&;O 3
^ -OUTLET- -SPRINKLER- -RDG- -GPM- PRESSURE
NO, LOC. NO. GEg. MODEL NOZZLE MODEL REQ. DEL. INLImB
43 210.I PLUG
44 214.9 14 9.5 D3000 T0-#28 Blue 8820 6,1 6.2 63.1
45 219.6 PLUG
46 224,4 15 9.5 R3000 T0-#27 White w/bIo 8B20 6,0 6.8 53.1
47 ' 229.1 PLUG
48 233.9 1*6 9.5 B3000 T0-#29 Blue w/bro 8B20 6.6 6,7 53.1
49 238.6 PLUG
50 243.4 17 9,5 83000 T0-#29 Blue w/bru 8B20 6,6 6.7 53.1
51 248,1 PLUG
52 252.9 18 9,5 B3000 TN-#28 Blue 8B20 6,4 6-2 53.1
259.3 T09DD NO. 2
53 260.9 19 8.0 R3000 T0-#28 Blue 8820 6.4 6,2 52,9
54 265,2 PLUG
66 268.5 20 8.7 B3808 T0-#30 Dzk Brown DB20 6.9 7.1 52.8
56 273.9 PLUG
57 278,2 31 8,7 R3000 TN-#35 Green w/prp 8B20 9,7 9.5 52.6
END GUN: (BASED ON RECOMMENDED ARC SETTING.)
281.0 SD75 .65" NOZZLE 77,2 83.0 52.6
% Z0C8 DIAP8D&M END GUN VALVE PRESSURE LOSS: 1,7 psi
RESULTING END GUN PRESSURE: 5U.9 poi
v
SYSTEM I0LINE END P8BSG8R8:, 50.5 poi, INCLUDING PLUS 5 ft 8LE\Q\TZO0
TOTAL gpm DELIVERED: 199.8
SYSTEM gpm PER acre: 20.8
id

RP050059 07 Jan 2005 DeiukeE2, 2 TOWER, 200 ggm, 56 psi PAGE 4
^ 21 MOUNTING ASSEMBLIES: First ootlet= 7, Last outIet= 67
Hood Drop w/Mo8B U-pipe 0000-000 (Leogth= 10.00 ft)
O-PIPE- 3/4"Male x 8.Bazb Galv 008I0I
Flex 8uae Drop «Vazi» 111172 <Leogthr I0.00 ft>
Standard Toe OOOlOU (as needed)
Standard Regulator 0000-000 (as needed)
0����B 8���C�I0� VD�I�ZC��I00
.
SPAN # l 2 OB+EG
gpm REQ. 27,5 66,7 100.3
gpm DEL. 27.9 66.1 I05,8
_____ _____ _____
% DEV. 1% -I% 6&
' [D&�� �I�. � IDENTIFICATION
. FILE
File Sprinkler Plate Spr0u ID Regulator Flow Duty PSI Outlet ID
_________________________________________ _________________________________
R3UOOD Rotator Red l- 21 D4DF LB20 DO BLUE 20 Sguz 7628
8B20 8I BLUE 20 Ggur 748B
WATER APPLICATION DEPTH PER REVOLUTION
APPLICATION DEPTH | | | | | P | |
(in) | 0.07 | ~0.25 | 0.50 | 0.75 | 1.00 | 1.25 | I,50 |
------------------ |------- |------- I ------- |------- |------- |------- |------- |
& TIMER SETTING | 108 | 26 | 13 | g | 7 | 5 | 4 |
------------------ |------- |------- ------- |------- |------- |------- |------- |
REVOLUTION TIME | 18B8 | 588S ! 1I8RS | 168BS | 228RS | 278DS | 338RS |
GROUND SPEED AT 100% TIMER 8BTTZNG:19.08 ft/mio
The revolution time may vary some from the values indicated above. This
may be due to generator mpeed,.sIippage, or over/under inflated tireo.
Power frequency is 60 Hertz.
Loaded radius of tires is 24.7 in. ^

GRAHAM KENNEDY - IRRIGATI
FOR WASTEWAT
(2) (3) (4) (5) (6) (7) (8)
Field
Lane
Wetted
Diameter
Lane
Spacing(feet)
Lane Spacing
as a (%)
(4)/(3)
Start End
Acres
Pull length
Wetted width
IF(13)>0=(3)/2 + (4)/2
IF(13)<0=(4)
M
1
1
310
200
65%
0.76
565
255
2
310
200
65%
0.66
645
200
3
310
200
65%
0.76
685
255
2
1
310
200
65%
0.76
725
255
2
310
200
65%
0.66
305
200
310
200
65%
0.76
125
255

:D ACREAGE DETERMINATION
JR APPLICATION
(9) (10) 01) (12) (13) (14) (15)
ddle Portion
Acres
(7)X(8)(43,560
Stop End
Acres
Total Pull
Acres
(6) + (9) + (10)
Total Field
Acres
Exterior
Interior
Half pull
3.31
0.62
2.34
11.88
1
0
1
2.96
0.52
4.14
0
1
0
4.01
0.62
5.39
1
0
0
4.24
0.62
5.62
10.32
1
0
0
1.40
0.52
2.58
0
1
0
0.73
0.62
2.11
1
0
0
TOTALS =
22.19
4
2

C.
Mail

Operator: Graham Kennedy #1 County: Duplin County, NC
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0
sows (farrow to finish)
0
sows (farrow to feeder)
2448
head (finishing only)
0
sows (farrow to wean)
0
head (wean to feeder)
Describe other:
Date:
x 1417 lbs. _
x 522lbs. _
x 135lbs. _
x 433lbs. _
x 30lbs. _
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
3500.0 feet
Volume = 330480 Ibs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 330480 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet)-- --- ----- -----------
Top of dike elevation (feet) ----------- ------
Bottom of lagoon elevation (feet) ---- -------
Freeboard (feet) -----------------------------
Side slopes (inside lagoon) ------------------
Total design volume using prismoidal formula
0 Ibs
0 Ibs
330480 Ibs
0 Ibs
0 Ibs
0
330480 Ibs
SLUDGE STORAGE NOT COMPUTED AT
LANDOWNER REQUEST, SLUDGE TO BE
REMOVED AS NEEDED
293.0
218.0
48.5
36.5
1.0
3.0 : 1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 287.0 212.0 11.0
AREA OF TOP
LENGTH * WIDTH =
287.0 212.0
AREA OF BOTTOM
LENGTH * WIDTH =
221.0 146.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
254.0 179.0
60844 (AREA OF TOP)
32266 (AREA OF BOTTOM)
181864 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
60844.0 181864.0 32266.0
1.8
Total Designed Volume Available = 504119 CU. FT.

|'
r
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top Ofdike)
Length °VVkjth=
293.0 218.0
Buildings (roof and lot water)
63874.0 square feet
0.0 square feet Describe this area.
TOTALOA 63874.0 square feet
Design temporary storage period toberiod to e 180 days.
5A. Volume ofwaste produced
Feces & urine production inQai/dayper 135lb. ALVV
Volume = 380480 |bo.ALW/135|bu.ALVV°1.37ga|/day
Volume = 603677 gals. or 80705.5 cubic feet
-
�H� washVolume of �
This imthe amount offresh water used for washing floors urvolume
offresh water used for aflush system. Flush systems that recirculate
the lagoon water are accounted for in5A.
Volume = 0.0 gallons/day ° 180 devo .48Da|lone
perCF
Volume = 0.0 cubic feet
5C. Volume ofrainfall inexcess ofevaporation
Use period cftime when rainfall exceeds evaporation bylargest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in°DA/12inches per foot
Volume = 37259.8 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 39921.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80705 cubic feet
5B. 0 cubic feet
5C. 37260 cubic feet
5D. 39921 cubic feet
TOTAL 157887 cubic feet
6. SUMMARY
Temporary storage period____________________>
180
days
Rainfall in excess of evaporation=====______>
7.0
inches
25 year - 24 hour rainfall__________________>
7.5
inches
Freeboard___________________________________>
1.0
feet
Side slopes_________________________________>
3.0
: 1
Inside top length___________________________>
293.0
feet
Inside top width____________________________>
218.0
feet
Top of dike elevation_______________________>
48.5
feet
Bottom of lagoon elevation__________________>
36.5
feet
Total required volume_______________________>
488367
cu. ft.
Actual design volume________________________>
504119
cu. ft.
Seasonal high watertable elevation (SHWT)===>
0.0
feet
Stop pumping elev.__________________________>
43.5
feet
Must be > or = to the SHWT elev.====______>
0.0
feet
Must be > or = to min. req. treatment el.=>
42.5
feet
Required minimum treatment volume=====______>
330480
cu. ft.
Volume at stop pumping elevation=====_______>
283927
cu. ft.
Start pumping elev._________________________>
46.9
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
464198
cu. ft.
Volume at start pumping elevation=====______>
466673
cu. ft.
Required volume to be pumped________________>
117965
cu. ft.
Actual volume planned to be pumped=====_____>
182746
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY: APPROVED BY: APPROVED
BY:
DATE: 9/6/1989 DATE:
9/6/1989
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

`
� Graham Kennedy '
`
\
APPROXIMATE NITROGEN AND PHURPFIOF�US T/fAT 1`3E PRODUCED PEl-.�`
YEAR
ROGEN (N) 57900.10LDS TONS OF WASTE
�2TONS
PkOSPHORUS (P) 16887.53LBS ^
ESTIMATED THAT Y 25 % OF THE NITROGEN WILILABLE FOR USE AS FERTTLIZKER
L �E
THE ED ON THE LAND
� *rn-IEu AT THE RATE OF 200 L8S PER ACRE ON CROPLAND OR FESCUE
72.38 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
APPLIED AT THE RATE OF 400 L8S PER ACRE ON COASTAL 8ERMUDA
,z- 38.19 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
'�/ mETHE EXACT NUTRIENT CONTENT. THE NCDA LA8ORAT01:*ZY
:``IN MALEIGH IS MAKING SOME TEST ON A LIMITED BASIS.YOU SH�ULD
CONTACT
AGRONOMICJlVIS�O�
NCDA, BLUE RlDGE ROAD CENTER
� RALEI8H N.C. 27611
HONE: 919-733�
-265
roll.. IN` THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
suotM CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
SOME OF THE EFFLUENT E USED FOR IRRIGATION PURPOScS
DURING THE GROWING SEASON. -
100&C
OF
CORN NILL
UTILIZE
AC
OF
FESCUE
UTILIZE
AC
OF
BERMUDA
WILL UTILIZE
IIN PUMPING THE EFFLAJEN-l' WHEN
20000 LBS. OF NITROGEN
0 L8S, OF NITROGEN
� FLUID LEVEL REACHES Top of outlet pipe e|ev.46.5
NOT LOWER THE FLUID ANY -----
3 ft. be}ow out|et p/pe
4ER THAN
elev. 43.5
� EFFLUENT SHOULD DE APPLIED AT A RATE THAT WILL NOT CA"" --NY
�FF ONTO SURROUNDING AREAS OR LEACHING INTO THE -GROUND EANY
DMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR AND THE
%MUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER IRRGATION

^
NAMEr Graham Kennedy '
l, Box 190 AA
Chinquapin NC 285ZI
'^r 2-1224 Toppin�
(IVN Murphy
CrFOPERA
.
23 4
DESIGNED BY Johnny Lanier
DATE .
-APPROVED By
DATE
~
STORAGE
2448 Hogs x 135 |bs 1 Cu Ft per !b.
TEMPORARY STORAGE
| bs of an ima| x 1.35 cu. ft. of waste per day
per 1000 |bs of anima| wt. x. 180 days
RAUNFALL LESS EVApORATION
70150 sq. ft. surface area per 12"per | t
RAINFALL - 25 YR. 1 DAY STORM
7.511 X 70150 sq. ft. of surface area per 12" per ft.
'
TOTAL STORAGE NEEDED
'-
TOTAL, STORAGE AVAILABLE
AMOUNT OF FILL DiK�
PAD
TOTAL
`TOTAL AMOUNT OF FILL
TO FILL RATIO
PAGE 2
330480 Cu Ft
80307 Cu Ft
40921. Cu Ft
43844-Cu Ft
495551Cu Ft
18354 Cu Yds
497440 Cu Ft
18424 Cu Yds
82080
Cu
Ft
2080O0
---------
Cu
Ft
290O80
Cu
Ft
29008
Cu
Ft
319088
Cu
Ft
11818
Cu
Yds
418700 Cu Ft
15507 Cu Yds

'
'
PAGE 3
IE
OPE�ATION AN� MAI�TENA�CE
~
�
| agoon is de�i3ned for waste treatment with min{mum odor
on {. The time required for the p|anned fiuid |eveI to be
d may vary due to soil conditions' flushing, operations and
t ount of fresh water added to the system. '
Land application Of waste water is recognized as an acceptable
.Miihod of disposal. Jrr|Sation by using center
~g^pivot' gun'
orti�ivler is the preferred and most eff\cient method to dispose ofthe'- effluent from Care should be take»wDe»anPlyi»8Waste to prevent damage to the c,'ops and to prevent ,uoo,, from fie|ds.
The fo||owin3 items are to be carried out:
'
�Begin pump~out of the |aSnon when f|uid level reaches in.«ert
ithe-outlet pipes or at a pre -determined elevation.
Stop pump~out before the | agoon depth is less than 6 feet
deep or at a pre -determined depth. (This prevents the |oss of
f able bacteria)
- I The recommended amount to ap�|v per irri8ation �s one inch
and- maximum recommended app | i cat i on rate i s 0.5 i n c h per hour
'
^� t is recommended that the treatment lagoon be prechar8ed to
1 its capacity to prevent excessive odors during beginning
stages of the operation. Prechar8in8 reduces the concentration of
the \nitia) waste entering the \a8on thereby reducing odors
ids. should be covered with water -'at all times. ^
5~ ` Keep vegetation or, the embankment and areas around |aSoon
b4| | d i ngs mowed ,
Repair any eroded areas and establish in vegetation.
.`The Clean Water Act of 1977 prohibits the discharge of
�txt�nts into watery of the United States. The Department of
Ural Resources and Community Development (DNRCD), Wastewater
age8ent Section, has the responsibility for enforcina this
A|| surface water is to he diverted f-rom the |a800n to an
uate and stable outlet.

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pxc VO0 d 8,000 o" � -7, -203 cuy�
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4
i

om/
� WO, �
`
,.or:Graham Kennedy County:
Dup!in
:ftce
to nearest residence (other
than
owner):
^`
|[EADY
STATE LIVE WEIGHT
` Cl
sows (farrow to finish)
x
1417
ibs.
0
sows (farrow to feeder)
x
522
|bs.
2124
head (fi nish i ng only)
x
135
| bs.
' A
sows (firrow to wean)
x
433
|bs.
0
head (wean to feeder)
x
30
\bs.
Date: 11/05/91
2000.0 feet
= O
|bs
= 0
!bs
= 165240
(bs
= 0
ibs
= 0
1 b s
� '�OTAL STEAD� STATE LIVE WEIGHT (SSLW) = 165240 1bs
_
.
IINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Vo|ume = 165240 \bs. SSLW x Treatment Vo|ume(CF)/|b. SSLW
Treatment Vo/ume(CF)/|b. SSLW= 1 CF/|b. GSLW
Vo|ume = 165240 cubic feet
3 AGE VOLUME FOR SLUDGE ACCUMULATION
Vo|ume = 0.0 cubic feet
AL DESIGN VOLUME
' Inside top !en3th 300.0 feet ; Inside top width
Top of dike at elevation + 52.0 feet
,-_- _ - ' _
130.0 feet
. rreeooaro �.o feet ; Side slopes 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at e\evation 50.0 feet
' Bottom of lagoon elevation 40.0 feet
Seasonal high water table elevation '46.0 feet
'
'
`
Total design volume usin8 pris�oida| formula-
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WID[H
AREA OF
TOP
LENGTH
* WIDTH =
290.0
120.0
AREA OF
BOTTOM
LENGTH
* WIDTH =
70.0
AREA [
ON
LENGTH*
WIDTH'* 4
265.0
95.0
34800.0 (AREA OF TOP)
16800.0 (AREA OF 8OTTO1-0
DEPTH
10.0
100700.0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTFOM]
�34800.0 100700.0 16800.0
* DEPTH/6
1.7
VOLUME OF LAGOON' AT TOTAL DESIGN LIQUID LEVEL

^I (
`.
. /
�
5.0EMPORARY STORAGE REqUIRED
(
|
DRAINAGE AREA: |
�a3oon (top of d�ke) `
, ( ~ Length * Width �
300.0 130.0 39000.{) square feet
� Buildings (roof and lot water)
� Len8th * W/dth =
' 0.0 0.0 0.0 square feet
`
'
` TOTAL DA 39000.0 square feet
� Design temporary storage period to �e
, 180 days.
D\° Vo|ume of waste produced
Approximate daily
production of manure in CF/LD SS�W
~
0 00136
~�
� Vol = 165240
'
Lbs. SSLW * CF of Was�e/Lb./Day *
Volume
_ = 4S353
cubic feet
18O days
'
, 'Volume of wash Water
ThisIs' the amount »f fresh water usec for wash/n8 floor,:,or
". `reshwater used for a flush system Flush
Volume
^ the la8»»» water are accounted for in ^A, sys ems
t
that recirculate
Vo|ume = 0.0
'
ga||ons/day * 180 days
storaSe/7.48
8a/|ons
V»(ume = 0.0
cubic feet
Per CF
,C.^-Vo|ume 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
.
Vo|ume = 22750.0
cubic fe�t
.
�
'
' `
`
'
/

[�D
vnlume of 25 year - 24
hour storm
`
�
�
Vo|ume = T.5
inc�es / 12 inches per f�ot * DA
Vo|ume = 24375 0
.
cubic f ee t
TOTAL REQUIRED TEMPORARY
STORAGE
5A.
40353 cub i c
feet
�
5B.
0 cub i c
feet
5C.
22750 cubic
feet
^�
5D,
24375 cubic
feet
`
.�,
TOTAL
87478 cub i c
feet
6. SUMMARY
Total required vo|ume
252718 cu��c feet
Total design
volume avail.
253833 cubic feet
Min. req.
treatment vo|ume
pfus
siudgp a,":cumu|ation cubIc �ss�
At e|ev.
47.3,feet : Volume
is 167182 cubic feet (end pumpin8)
Tota|
desiSn
vo|ume less
�5yr-24hr
storm
is
229�58
cubic feet
At e/ev.
49.3 feet ;
Vo|ume is
229973
cub<c feet
(start Pumpi���
Seasonal high water e e|evat/on 46.0 feet
I8NED BY: APPROVED BY: �8�&���
ftott
DATE: Cvoom»#k���
/16

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-a
United States Soil
Department of Conservation
Agriculture Service
OPERATOR:
..,Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that
Your contractori. and Soil Conservation S you,
Service personnel are in agreement
as to hbw the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified for payment (if cost -Charing
is involved).
..The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its EaIaconcern is the proper design and construction of the waste
treatment Jagoon.
The actual amount of material required for pads and'dam may vary from the
estimates. The design will attempt to balance cuts and fills as close as
possible. If additional material is required after construction' is complete
on the lagoon, the contractor and owner will negotiate on the price and
-.location of borrow area.
NOTE: Design Requirement:
41 IILI88-3 C u . IF t - = R q 0 1 cu.yds.
Estimate of Excavation: cu.ft. _1i2i_Cu . yd s .
Estimate of ,Pad & Dike: Jg3 ZS3 cu. f t. _ti 3 -9cu.yds.
Q,L: Ration
Job Class
Da to
Designed By __Qe� k;,.
67 Na0e
Design Approval IS N
-1116 L#v
to -ate
The SO4 Conservation Service
ois an agency of trio
Department of Agncultur@

'
OPERATION AND 'MAINTENANCE PLAN
' ------------------------------
'
This |a800n is designed for waste treatment with minimum odor
�. contro|, The time required for the planned fluid level to rip
� reached may vary due to soil cond|tions,f|ush)ng operations and
� the amount of fresh water added to the system. '
Land app|ication of waste water is recognized as an acceptable
methnd of disposal. Methods of application include solidset,
center pivot, Suns, and traveling Sun irr|8ation. Care should; be
�aken when applying waste to prevent runoff from the field or dama8e
to crops.
,The fol|owing items are to be carriedout:
1: It is strongly recommended that the treatment lagoon be pre --
charged to 1/2 its car,-acity to prevent excessive odors durinS
�tart-up. Pre-charSing reduces the concentration of the initia|
�-
waste entee rin8 the |z3oon thereby reducin8 odors. So|ids shnu|d be
covered with effluent at a|| times
, .
'
`
2. The attached waste uti!ization p|car, sha}| be fo/1owed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump -out of the ta800n when fluid }eve| reaches e}eva-
tion 49.3 as mark d by permanent markers. Stop pump -out when
the f|uid level reaches elevation 47.3 or before fluid depth is
/ess than 6 feet deep (this p�events the loss of favorable
� ~ bacteria.)4. "
' The recommended maximum amount to apply Per irrigation is
e (1) inch and the recommended maximum application rate is 0.4
inch per hour.
^ Keep ve3etation on the embankment and area.s �dJacent to the
lagoon mowed annua|iy. VeSetation should t�e fertilized as needed
[� o maintain a vi80rous stand.
� . Repair any erod*d areas or areas damaSad by rodents and
stab|ish in ve3eta tiori.
. AI| surface runoff is to be diverted from the lagoon to stable
outlets.
. The Clean Water Act of 1977 prohibits the discharge of
oi|utants into waters of the United States. The Department of
nvirunment. Health, and Natural Resources, Division of Environ-
:enta| Management, has the responsibi|ity for enforcinS this |aw.
'

ARMEM I M 21
AWS310133
W
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
N

AWS310133
N
OPERATION & MAINTENANCE PLAN
Proper lagoon 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 a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in 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 irrigated 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 fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
N

Shenandoah Farm
AWS310133
id
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 or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of 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

Shenandoah�� 1D���
m/���l ��VV���'"'^"
Identified problems should be corrected promptly. Itimadvisable hm 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 pnydioted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea ofhow much your lagoon level will rise with u certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. |fyour lagoon heem exceneivg|y, you may
have an overflow 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 m 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 toerode lining orbank slopes.
3. Drainpipes into the lagoon should have o flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
� means ofslowing the incoming water toavoid erosion ofthe lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due towarmer weather).
5. It is n*onnlnlended that a new lagoon be needed with sludge from a healthy
working swine lagoon in the amount mfD.25 percent of the full |g0non liquid
volume. This seeding should occur at least two vveebe prior to the addition of
wastewater.
0. Maintain aperiodic check onthe lagoon liquid pH. Ifthe oHfalls below 7l).add
agricultural lime atthe rate of1pound per 1OOOcubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. Adarb color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if Ulwae
conditions occur for prolonged periods, especially during the warm season.
The more frequently and regularly that wastewater is added to a la000n, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are OoUrnum for treatment. Pit recharge systems, in which one or more buildings are
` drained and recharged each day, also work well.

Shenandoah Farm AWS310133
(0111
• 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 level. (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.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

AWS310133
° proper lagoon sizing,'
° mechanical solids separation offlushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
w minimizing feed wastage and spillage.
Lagoon sludge that imremoved annually rather than stored long term will:
v have more nutrients,
° have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
0 Hire ecustom applicator.
° Mix the sludge and lagoon liquid with achopper ' agitator impeller pump through large
-boreophnNeri system onto nearby cropland; and soil incorporate.
° Dewmter8e upper part of lagoon by irrigationcropland foragelandix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
� Dewoterthm upper part oflagoon by irrigation onto nearby cropland or ;
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
dwwmter; haul and spread with manure spreader onto onup|end orfnrago|and; and soil
incorporate.
Regardless of the nnethod, you must have the sludge material analyzed for waste
constituents just as you would your lagoon vva1ec The sludge will contain different
nutrient and nletm| 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. VVaaba application rates will be discussed in detail in C|hepter3.
When removing aludoe, you must also pay attention to the liner to prevent
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you gee soil material or the synthetic liner 00Gteha| being distVrbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can beremoved without liner injury. |fthe liner isdamaged itmust berepaired assoon
as possible.
Sludge removed from the lagoon has m much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with k»w/
phosphorus and mnmtu| heve|s, as indicated by soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil -test
phomphora, it should be applied only atrates equal bothe crop removal ofphosphorus.
(PI'° As with other wastes, always have your lagoon sludge analyzed for its nutrient value.

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

AWS310133
W
N
1W
EMERGENCY ACTION PLAN
119116 �00 �M,
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
(910) 796 - 7215
(910) 296 - 2160
(910) 296 - 2120
(910) 296 - 2121
(910) 296 - 2143
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 flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
C) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Close valves to eliminate further discharge,
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
C) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.

Shenandoah Farm AWS310133
�
` d Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent ofthe spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such msemployee injury, hshkUls.orpnoportydmmm0e?
d. Did the spill leave the property?
e. Does the spill have the potential boreach surface waters?
f. Could ofuture rain event cause the spill bureach surface waters?
g. Are potable water wells indanger (either onoroff the pnupedy)?
h. How much reached surface waters?
3. Contact appropriate agencies.
m. During normal business hours call your DVVO regional office; Phone #, After hours.
emergency number: (91 Your phoneoaU should include: your name, facility
number, telephone number, the dsdoi|a of the incident from item 2 ebovm, the exact
location of the facility, the location or direction of the movement of the npiU, weather and
wind conditions. The corrective mooeurow that have been under bakon, and the
seriousness ofthe situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
u. Instruct EMS tocontact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
offioefor advice / technical assistance phone number.
4. Knone ofthe above works call 911orthe Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice tobegin repair mproblem tominimize offsite damage.
a. Contractors Name:
b Contractors Address:
c. Contractors Phone:
6. Contact the technical who certified the lagoon (NRC8. Consulting Engineer, etc.)
a Name: Gene Kennedy
b. Phone: [phone]
7. Implement procedures aoadvised byDVVQand technical assistance agencies horectify
the damage, repair the system, and reassess the waste management plan to keep

M. ITITIT. I ITF. u
AWS310133
W L
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (,/) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
(� 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 Decaying vegetation (✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
{) Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC —November 11, 1996
10

Shenandoah Farm
AWS310133
W
Dry Manure Handling Accumulations of animal { } Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
{) Provide for adequate drainage around manure stockpiles
{) Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked {4 pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
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
it

Shenandoah Farm
AWS310133
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause
BMP's to Minimize Odor Site Specific Practices
_ Farmstead Swine production
(,/)Vegetative or wooded buffers:
(,/)Recommended best management
practices;
( -/)Good judgment and common sense
Animal body Dirty manure
( )Dry floors
surfaces covered animals
Floor surfaces Wet manure -covered (./)Slotted floors;
floors
(/)Waterers located over slotted floors;
( )Feeders at high end of solid floors;
Scrape manure buildup from floors;
((f
Underfloor ventilation for drying
Manure collection
Urine
( )Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
( )Underfloor ventilation
decomposition
Ventilation
Volatile gases
(,/)Fan maintenance;
exhaust fans
Dust
(,/)Efficient air movement
Indoor surfaces
Dust
(,()Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks { )Extend fill lines to near bottom of tanks
are filling with anti -siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled ( )Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti -siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain
Agitation during waste
( )Box Covers
collection or
water conveyance
junction boxes
End of drain
Agitation during waste
( )Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(,()Proper lagoon liquid capacity
Biological mixing
(,/)Correct lagoon startup procedures
Agitation
(,/)Minimum surface area -to -volume
ratio ( )Minimum agitation when
pumping
( )Mechanical aeration
Irrigation sprinkler High pressure agitation (,/)Irrigate on dry days with little or no wind
nozzles Wind draft (,/)Minimum recommended operation pressure
(,!)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11, 1996
ON

Shenandoah Farm AWS310133
Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin
Partial microbial decom-
( )Extend drainpipe outlets underneath liquid
surface
position Mixing while filling
level
Agitation when emptying
( )Remove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals Carcass decomposition (✓)Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location / construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (,/)Farm access road
around facilities maintenance Microbial decomposition of away from
hffobi smatter
_ Manure tracked Poorly maintained access (.()Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-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 Ports Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked (✓) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
(La do er Signa ure)
13

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Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEO under GS 15A NCAC
13B .0200.
ORendering at a rendering plant licensed under G.S. 106-168.7.
r_1 F-1 Complete incineration according to 02 NCAC 52C .0102.
F-1 F-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.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinioniof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be,done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporaMprocelyreazc-me-asures for disposal according to G.S. 106-399.4.
147
VOR
at 7
11 0 1 - 'AaR W M� Date
?57
t
Signature of re-chnical Specialist Date

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWGI00000 - Swine Facilities
• AWG200000 - Cattle Facilities
• AWG300000 - Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of these General
Permits.
Condition II.24 of each of these Permits reads as follows:
The Permittee shall:
a. install, operate, and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation; or
b. commit to provide for the presence of the OIC, a designated backup OIC, or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event, the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by, or approved by, the Division. [G.S. § 90A-47]
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit, The Permittee shall maintain such devices according to the
manufacturer's instructions and warranties. This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles. [1SA NCAC 02T .0108(b)]
Please check the bog below that indicates your commitment to do one of the following.
{ Within twelve (12) months of the effective date of a COC issued under this permit, I shall install, operate and maintain
devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation.
This condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
0 I will commit to provide for the presence of the Operator in Charge (OIC), the designated backup OIC, or a person
under the supervision of an OIC or backup OIC at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information,
the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
ftf AAA -� �, r-53
Facility Name Permit Number
!!5�, !��anp- Ken t) e- du-
Owner/Permittee Name and Title (typl or print)
Signature of Operator in Charge (if different from Permittee)
Mail to: Animal Feeding Operations
1636 Mail Service Center
Raleigh, NC 27699-1636
'7-/7- 20'ZO
Date
Date
DTASIE 1-22-2020