310193_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: AWS310193
2. Facility Name: Davis Bland Farm
3. Perm►ttee's Name (same as on the Waste Management Plan): Janice Bland
4. Permittee's Mailing Address: 1371 S Hwy 50
City: Magnolia
Telephone Number: 910-296-0573 Ext.
5. Facility's Physical Address:
City:
6. County where Facility is located: Duplin
State: NC Zip: 28453
E-mail:
State: Zip:
7, Farm Manager's Name (if different from Landowner): Masek O1axcf
8. Farm Manager's telephone number (include area code): - ql p`a$t7 -049c-
9. Integrator's Name (if there is not an Integrator, write "None"): Mu!32hy-Brown LLC
10, Operator Name (OIC): Christopher A. Turner Phone No.: 910-298-1124 OIC #: 26079
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Wean to Feeder 3,520
Operation Types:
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
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)
1
Lagoon
116/1994
Full, clay
185,160.00
29,700.00
19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(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
i. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): Title: t / mle_
' �6 Lag Signature: Date: T"
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
10-15-2014
This plan has been prepared for:
Davis Bland Farm
Janice B. Bland
1371 SHity50
Magnolia, NC 28453
910-296-0573
Type of Plan: Nitrogen Only with
This plan has been developed by:
Ronnie G. ,Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Betilaville, NC 28518
Signature
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 {owner} Date
Signature (manager or producer)
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan. Approved By:��
Te*ical Specialist Signature Date
........................................................................... ......................................... ..........................................
Preview Database Version 4.1 Date. Printed: 10-15-2014 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.
S5
Swine Nursery Lagoon Liquid waste generated 672,320 gals/year by a
3,520 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
1549
Incorporated
2659
Injected
2929
Irrigated
1683
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
1,826.50
729,579
-57,259
Note: In source ID, S means standard source, U means user defined source.
874313 Database Version 3.1 Date Printed: 11-22-2005 Source Page 1 of I

Narrative
This plan was created based on the historical plan completed by tech spec Boyce Boyette on 12/9/97.
The farm is under the 100 lb overseed option. There is .77 acres available if alternate equipment is used
such as the Aerway system. It is the producers option to dedicate alternative equipment for the purpose
of making the .77 acres wettable then and only then can the farm leave the 100 lb overseed option and
revert to the overseed option total acres wetted then should be 6.39 wettable acres. If the 50 lb option is
utiliized the application windows will open up to include Nov, Dec, and Jan not to exceed anytime 50 lbs
N per/acre.
------------------------------------------------- --------- --------............... ------------ --................................
874313 Database Version 3.1 Date Printed: 11-22-2005 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 available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
72008
1
5.62
5.62
N/A
Blanton
Cereal/Annual Rye O/S, Hay-4/7 Harvest
2.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
PLAN TOTALS: 5.62 5.62
Sc i Gk1'rt}iY.GX ..�w.`Y.?
yY.ici,.Ytr!ttk%.�ewS.:<`^f.�bFJ !Vy
< 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
nutrient leaching below the root zone.
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
should be 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).
874313 Database Version 3.1 Date Printed 11/22/2005
PCS Page I of I
NOTE: Svmbol * means user entered data.

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)
72008
1
Blanton
0.75
1.0
874313 Database Version 3.1 Date Printed 11/22/2005 IAF Page I of 1
NOTR- Cvmhol * means user entered data.

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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 be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
Ibtac
Maximum Sludge
Application Rate
1000 gallac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 bears Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
150
13.16
8.96
17.92
26.88
Hay 6 ton R.Y.E.
300
26.32
4.48
8.96
13.44
Soybean 40 bu
160
14.04
8.40
16.80
25.20
............... ................... .------------ .--- ... ......... ............ ...------ - ..---------------------- ------- ..------------- .-----------------------------
874313 Database Version 3.1 Date Printed: 11-22-2005 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.
Available Waste Storage Canacitv
Source Name
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
73
1
2
88
1
3
105
1
4
102
1
5
112
1
6
137
1
7
175
1
8
180
1
9
177
1
10
180
1
11
150
1
12
119
* Available Storage Capacity is calculated as of the end of each month.
..... . ...... ........... .------- -...._.......----- -- g
874313 Database Version 3.1 Date Printed: 11-22-2005 CapacityPa e 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
b. 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).
874313 Database Version 3.1 Date Printed: 11/22/2005 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.
------------- --.._------ _...._....__... __
874313 Database Version 3.1 Date Printed: 11/22/2005 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
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.
874313 Database Version 3.1 Date Printed: 11/22/2005 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.
- - ------------------------------------------------------------------------------------ ------------------------ -.- --... .
874313 Database Version 3.1 Date Printed: 11/22/2005 Specification Page 4

Crop Notes
The following crop note applies to field(s): I
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 I" 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.
------------------------ --------------------------------------------------------------------------------------------------g------------
874313 Database Version 3.1 Date Printed: 11-22-2005 CropNote Page l of 2

ti
The following crop note applies to field(s): 1
Cereal/Annual Rye Overseeded — Hay
CEREAL RYE
The cereal rye should be planted by October 15 to provide the best opportunity to get winter growth. The
most consistent stands are obtained from drilling rye into short (less than 3 inches tall) bermudagrass sod.
If drilling is not possible, the seeds may be broadcast on short bermuda sod followed by a light
cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be
1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the bermuda
prior to August 31. An application of 50 lbslacre of Plant Available N (PAN) may be applied between
September 15 and October 30. An additional 50 lbs.acre of PAN may be applied in February -March. If
rye growth is harvested on time and does not significantly shade the bermuda, PAN rates for the
subsequent bermuda crop are based on realistic yields of bermuda. A harvest is required prior to heading
or April 7, which ever comes first. This is necessary to minimize the potential for shading bermuda and
reducing its yields.
ANNUAL RYEGRASS
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter growth.
The most consistent stands are obtained from drilling ryegrass into short (less than 3 inches tall)
bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short bermuda sod followed
by a light cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds
should be 1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the
bermuda prior to August 31. An application of 50 lbslacre of PAN may be applied between September
15 and October 30. An additional 50 lbs. acre of PAN may be applied in February -March. If additional
PAN is applied to the ryegrass in April -May, the PAN rate for the bermuda must be reduced by a
corresponding amount. This is necessary because ryegrass growth during April -May will reduce
bermuda yields and shorten the time bermuda can fully utilize the N. A harvest is required by heading or
April 7, which ever comes first to prevent shading of emerging bermuda during April -May period. To
favor the production of the bermuda, additional harvests of ryegrass will be required when the ryegrass
canopy reaches 12 to 15 inches height.
---_------_-------_-_---_-------_-_---------------------------------------------------------------------------------g-------------------- ..
874313 Database Version 3.1 Date Printed: 11-22-2005 CropNote Page 2 of 2

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- - start-up & operation - -
MR
25A PERFORMANCE GUIDE
System Inlet pressure shown above Is tot Turbine Doves. Engine Drives will be appror 10 PSI loner.
• Ara covered essay very dnpe"ol on wind andltions, FkW dimmulaes and on of saepecNled sprialders.
The a-mage area covored ra two Is 3.1 ecres.
The 'System inlet Pressure' Is the pressere required at the tre+reler Inlet. It Includes allowances for the traveler plumbing and
drive, PE tube and sprinkler pressure. Turbine drives will require additional pressure at higher speeds. N does not Include any
pressure altowanco for field slevatlon of malollas pressure loss.
Use the small gearbox pulley at ground speeds above 76 feet par hour.
NOTE: Specifications are subject to change whkout notice. 504-a�a
TRAVEL SPEED -FEET PER HOUR
SR100
PERFORMANCE
INLET
AREA
Ji NOZ:
PSI GPM DU
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50
75
100
125
150
175
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74
220
74
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0.5
0.4
0.3
0.3
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80
81
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86
165 X 9f12 _
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0.6
0.4
0.3
0.3
0.2
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70
88
245
99
172 X 906
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0.9
0.6
0.4
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0.3
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94
255
111
279 X 409
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0.6
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79
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60
96
240
92
168 X 904
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0.5
0.4
0.3
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0.5
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0.3
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80
211
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0.5
0.4
0.3
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50
100
230
84
161 X 901
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0.3
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60
110
245
99
172 X 9ta6
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0.7
0.5
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70
118
260
112
182 X 917
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0.5
0.4
0.4
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80
127
275
127
193 X 916
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0.6
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0.4
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115
240
91
168 X 904
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0.6
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125
260
106
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0.6
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99

N
117
USDA -SOIL CONSERVATION SERVICE
FINAL CONS fRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE, TREATMENT LAGOON (359)
NAME
LOCATION
SIZE OF OPERATION
FARROW TO FINISH'
FARROW TO WEAN
CONTRACTING COMPANY
FEEDER TO FINISH
--WEAN.TO'FEEDER-`
OTHEA.
DESIGN DATA AND CONSTRUCTION'
CHECK DATA
TBM ELEVATION oe, FEET: -
ASDESIGNED - AS BUILT
INSIDE TOP DIMENSION
DIKE TOP WIDTH
kl,o
TOP OF DIKE
BOTTOM OF LAGOON
36,F
INSIDE SIDESLOPE
OUTSIDE SIDESLOPE
PIPE INVERT
CLAY LINER/CORE TRENCH
4
-13(\-'_-)
4
L
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES NO
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO
COMMENTS lk-t » 4, f7.
fa ff
SIGNATURE
TITLE DATE q.

Operator:DAVIS BLAND, JR. County: DUPLIN Date: 11/24/93
Distance to nearest residence (other than owner): 2000.0 feet
1. STEADY STATE LIVE WEIGHT
0
sows
(farrow to finish)
x 1417
lbs.
= 0
lbs
0
sows
(farrow to feeder)
x 522
lbs.
= 0
lbs
0
head
(finishing only)
x 135
lbs.
= 0
lbs
0
sows
(farrow to wean)
x 433
lbs.
0
lbs
3520
head
(wean to feeder)
x 30
lbs.
105600
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 105600 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 105600 lbs. SSLW x Treatment Volume(CF)jlb. SSLW
Treatment Volume(CF)jlb. SSLW= 1 CFjlb. SSLW
Volume = 105600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION e- t-Oa - 14- I
Volume = 0.0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top length 135.0 feet ; Inside top width 220.0 feet
Top of dike at elevation 47.8 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 46.8 feet
Bottom of lagoon elevation 36.8 feet
Seasonal high water table elevation 42.9 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEl SSJSIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 129.0 214.0 10.00
AREA OF TOP
LENGTH * WIDTH =
129.0 214.0 27606 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
69.0 154.0 10626 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
99.0 184.0 72864 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMt * DEPTH/6
27606.0 72864.0 10626.0 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 185160 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
135.0 220.0 29700.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 29700.0 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 = 105600 Lbs. SSLW * CF of Waste/Lb./Day 180 days
Volume = 25851 cubic feet
r, Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
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 = 17325.0 cubic feet
W

N
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 18562.5 cubic feet
5A.
25851
cubic
feet 4,;, 1,7 6-
5B.
0
cubic
feet
5C.
17325
cubic
feet
5D.
18563
cubic
feet
TOTAL 61738 cubic feet
Total required volume 167338 cubic feet
Total design volume avail. 185160 cubic feet
Min. req. treatment volume plus sludge accumulation 105600 cubic fe
At elev. 44.2 feet ; Volume is 121031 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 166598 cubic feet
At elev. 46.0 feet ; Volume is 165029 cubic feet (start pumping)
Seasonal high water table elevation 42.9 feet
7. DESIGNED BY:'�L�k&'- APPROVED BY: Me. C� 1W I
DATE: 3>5 DATE, j2 OTC
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
SCS DOES NOT CERTIFY
THAT EXCAVATION AND
FILL'VOLUMES ARE
CORRECT

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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 46.0 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 44.2 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 43176 cubic feet or 322956 gallons. As stated before, this
volume will vary considerably from year to year.

i
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.

N
N
N
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 earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 611 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 - /. 6.* foot below grade and backfilled and
compacted with a SCS approved material (ie-CL,SC,CH). Refer to the soil
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
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.

• 1 • r
-----------------------
TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
120 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
0 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)
80 LBS. RYE GRASS S 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 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.

I
im
k
S

AWS310193
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 cad. 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

AWS31O193
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

,^,,~,,'°'°°101��
Lagoon surface ~~ look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ~~look for:
1. settlement, unacknQ, or "jug" holes
2. side slope stability — slumps urbulges
3. wet ordamp areas unthe back slope
4. erosion due kJlack nrvegetation o[agaresult nfwave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused bvstrong
winds. These waves can erode the lagoon sidewalls.thereby weakening the lagoon
darn. /\ good stand of vegetation will reduce the ootgnbo| d@n0@Ae caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may beused toreduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any ofthese features, you should call anappropriate expert familiar with design gnd
construction of waste lagoons. You may need to provide a temporary fix if there is o
threat ofa waste discharge. HoweYe[, apermanent solution should bereviewed bythe
technical expert. Any digging into m lagoon damn with heavy equipment is m serious
undertaking with potentially serious consequences and should not beconducted un|aea
� recommended byanappropriate technical expert.
Transfer Pumps ~^ check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. Anunusually loud orgrinding
noise, or o large amount of vibration, may indicate that the pump is in need of repair or
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 maintenance at a time when your lagoon is at its k]VV level. This will
eUcxw some safety time should major repairs be required. Having o nearly full lagoon in
not the time to think about switching, rgpaihn8, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory ofspare parts mrpumps.
w Surface water diversion features are designed to carry all surface drainage
waters (such asrainfall runoff, roof drainage, gutter outlets, and parking lot
munuMl away from your lagoon and other xvaoie 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 aymbamn for the
1. adequate vegetation
` 2. diversion capacity
3. ridge berm height

BlandSavis AWS310193
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 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 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 occur 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.
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.

W
AWS310193
• 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:
W

r . 1
AWS310193
• 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
phosphors, 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.
6

A\8/S310193
o,""
` The application of sludge will increase the amount mfodor mkthe vveate application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern ofneighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of vvomtevvmtor from the structure.
Types of failures include leakage through the bottom or sides. overtopping, and breach
oUthe dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
° ModifinadonofUmlaguonmtructum—anexampbis the placement ofopipe hn the
dam without proper design and construction. (Consult an expert in lagoon daokJn
before placing any pipes indomm.)
° Lagoon liquid levels — high levels are esafety risk.
° Failure boinspect and maintain the dam.
v Excess surface water flowing into the lagoon.
° Liner integrity pipe scouring, damage during sludge rwmova, or
rupture from lowering lagoon liquid level below groundwater table.
r NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to funn in the dam. Once this damage Vtarts, it can quickly cause a large
discharge ofwastewater and possible dam failure.

r �t
�� r r • 1
AWS310193
bi
i
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (MRCS)
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.

Davis Bland Farm AWS310193
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
Assess the extent of the 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 as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the 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 the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Aqriment services, Inc.
b. Contractors Address: Po Box 1096, Beulaville, NC 28518
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Geno Kennedy
b. Phone: [phone]
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.

AWS310193
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (V) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
W 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 waters 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

• 3 a W -711•
It UnFUNK"I
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 (v pertain to this operation. The landowner t 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.
fit
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
If

r . , RMI 11
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;
(,/)Underfloor ventilation for drying
Manure collection
Urine
(f)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
(Underfloor ventilation
decomposition
Ventilation
Volatile gases
(V)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
f )Proven biological additives
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
12

Davis Bland Farm AWS310193
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 1 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
fagi bimmatter
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 t 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:Undertloor 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 Pork 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 1 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.
(Landowner Signature)
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
Q o Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
71 Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
Q 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.
Q Q 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).
D Q Any method which, in the professional opinior%of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be -done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Signature o echnical Specialist
3))-q (19
Date
Date