310101_Application_20240221

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: AWS310101
2. Facility Name: Errol Quinn Farm
3. Permittee's Name (same as on the Waste Management Plan): Errol B Quinn
4. Permittee's Mailing Address: 195 J B Stroud Rd
City: Magnolia State: NC
Telephone Number: 910-289-7660 Ext. E-mail:
5. Facility's Physical Address: 144 Jb Stroud Rd
City: Magnolia 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"): Prestage Farms Inc
10. Operator Name (OIC): Errol B. Quinn Phone No.: 910-289-7660
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Allowable Count
4,220
Zip: 28453-8749
Zip: 28453
OIC #: 22410
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)
1-2
Lagoon
1/1/1992
Full, clay
2U44 . •
39,266.09
19.00
3-7
Lagoon
1/l/1992
Full, clay
416,617.00
43,M.00
19.50
"1 U0-7-1`7
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(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 V1UP
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 tome as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
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): E✓ r O
Signature:
Name (Print):
Signature:
Name (Print):
Signature:
Title: 0 W Ae-C
Date: Z.' I LJ " 2-
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

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
Errol B Quinn
Errol Quinn Farm
195 J B Stroud Rd
Magnolia, NC 28453-8749
NORTH CAROLINA
Environmental Quality
February 12, 2024
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
FIEGENO
FEB 2 0 2024
JDWR
Centtral�Offiice
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2024. In. order to ensure your continued covera, a under the State Non -Discharge General
Permits. you must submit an application for permit coverage to the Division of Water Resources iDWRI by ADnil 3. 2024.
Enclosed you will find a "Request for .Certificate of Coverage for Facility Currently Covered by an Expiring State
Non -Discharge General Permit." The application form must be completed. signed by the Permittee. and returned to the DWR by
April 3, 2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1.636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email:.animal.operationsOde4.nc. gov
phone: [phone]
Please note that you must include one � 1) conv of the. Certified Animal Waste Management Plan [CAWMP] with the
completed and signed .application form. A list of items included .in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid -general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.de .nc. ov/animal ermits2024. General permits can be requested by writing to the address above.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
A;
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non -Discharge
General Permit
Tv'orfhCeralinaD irtase�tnfEaciraamea#aiQu it Dirideuof'tSaterResonran
C' 512NerthSalisbur_cSteL4 1636Mail San -ice Center Ra1d1 ,NarthCarolina27699-1b36
919.7979129

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Nutrient Management.Plan For Animal Waste Utilization
L- .J
10-12-2009 f
This plan has been prepared for:
Errol Quinn Farm31101
Erroll Quinn
195 JB Stroud Rd
Magnolia, NC 28453
910-289-7660
r This plan has been developeff-GY--/
Billy W Houston
Duplin Soil & Water Conservation 1
PO Box 219
Kenansville, NC 28349
910-296-2120
Developer Signature -
Type of Plan: Nitrogpp Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in thisAutrien't management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Requited Specifications concerning animal
waste management that are included with this plan.
Signature (owner)
Signature (manager or producer)
Date
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
ConservatiofiVommission.
Plan Approved By
Technical Specialist Signature Date
------------------------------------------------------------------------------------------------------------------------------------------------------------
926223 Database Version 3.1 Date Printed: 10-12-2009 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
-------------------------------------
--------------------------------------------------------------------------------------------------
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.
926223 Database Version 3.1 Date Printed: 10-12-2009 Source Page Page I of 1

Narrative
This VWUP is based on an irrigation design completed by Crockett Irrigation.
Mr Quinn will be applying 100lbs N/ac on smallgrain overseed on pull six(see attached)
This will limit the application amount and windows on this pull.
No waste may be applied on this pull during the months of November, December and January.
No more than 50lbs N/Ac may be applied during the application periods of (September 1 st thru
October3lst) and (Februarylst thru March3lst) on this pull. No pumping will be allowed on Bermuda Hay after 97ptm er g . aIok%,o
gal
926223 Database Version 3.1 Date Printed: 10-12-2009 Narrative Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Crops Summary
Total Useable Leaching
Tract
Field
Acres Acres Index (LI)
Soil Series
Crop Sequence
RYE
2647
Zl
1.20
1.20
N/A
Marvyn
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.0 Tons
2647
Z2
1.27
1.27
N/A
Marvyn
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.0 Tons
2647
Z3
1.20
1.20
N/A
Marvyn
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.0 Tons
2647
Z4
1.20
1.20
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
2647
Z5
1.24
1.24
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
2647
Z6
1.24
1.24
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
2648
1
4.551
4.55
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
2648
2
3.86
3.86
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
Fast
';.R61
3.86
N/A
lAutrwille
Small Grain Overseed
1 0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
2648
4
3.86 3.86 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
2648
5
3.96
3.86
NIA Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
2648
6
2.22
2.22
N/A
Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
PLAN TOTALS: 29.56 29.56
926223 Database Version 3.1 Date Printed 10/12/2009
PCs Page Page 1 of 2
NOTE: Symbol * means user entered data.

IJ
Pate°rrkat.Leaching
TechnicalGu aaee
Low potential. to contribute to soluble
None
< 2
nutrient leaching below the root zone.
Moderate potential to contribute to soluble
Nutrient Management (590) should be planned.
�— 2 &
nutrient leaching below the root zone.
<= 10
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone.
available water holding capacity and improve nutrient use efficiency should be considered.
Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term
> 10
No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers
(391).
926223 Database Version 3.1 Date Printed 10/12/2009
PCS Page Page 2 of 2
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)
2647
Zl
Marvyn
0.50
1.0
2647
Z2
Marvyn
0.50
1.0
2647
Z3
Marvyn
0.50
1.0
2647
Z4
Autryville
0.60
1.0
2647
Z5
Autryville
0.60
1.0
2647
Z6
Autryville
0.60
1.0
2648
1
Autryville
0.60
1.0
2648
2
Autryville
0.60
1.0
2648
3
Autryville
0.60
1.0
2648
4
Autryville
0.60
1.0
2648
5
Autryville
0.60
1.0
2648
6
Autryville
0.60
1.0
926223 Database Version 3.1 Date Printed 10/12/2009 IAF Page Page 1 of 1
NOTE: Symbol * means user entered data

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based.on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should 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
lblac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
52.90
105.81
158.71
Hay 6 ton R.Y.E.
300
26.32
26.45
52.90
79.36
Soybean 40 bu
160
14.04
49.60
99.19
148.79
I ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
926223 Database Version 3.1 Date Printed: 10-12-2009 Sludge Page Page 1 of

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 Storage Capacity is calculated as of the end of each month.
-------------------------------------------------------------------------------------------------------------------------------------------------------------
926223 Database Version 3.1 Date Printed: 10-12-2009 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
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.
--------------------------------------------------------------------------------------------------------------------------------------------------------------
926223 Database Version 3.1 Date Printed: 10/12/2009 Specification Page 1

S. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1,1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
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.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
926223 Database Version 3.1 Date Printed: 10/12/2009 Specification Page 2

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.
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.
------------------------------------------------------------------------------------------------ ------------------------------------------------------------
926223 Database Version 3.1 Date Printed: 10/12/2009 Specification Page 3

Crop Notes
The following crop note applies to field(s): Z1, Z2, Z3
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 1:80 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, 2, 3, 4, 5, 6, Z4, Z5, Z6
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced l' 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 1601b/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.
------------------------------------------------------------------------------------------------------------------------------------------------------
926223 Database Version 3.1 Date Printed: 10-12-2009 Crop Note Page Page 1 of 2

The following crop note applies to field(s): Z1, Z2, Z3
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 1, 2, 3, 4, 5, 6, Z4, Z5, Z6
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
----------------------------------------------------------------------------------------------------------- -----------------------------------------
926223 Database Version 3.1 Date Printed: 10-12-2009 Crop Note Page Page 2 of 2

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Version —November 26, 2018
Mortality ana e Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high.water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
® 7 Rendering at a rendering plant licensed under G.S. 106-168.7.
F] F] Complete incineration according to 02 NCAC 52C .0102.
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 opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
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 Date
�19
Signature of Technical Specialist Date

Op�rator:Erroll Quinn County: Duplin Date: 12/17/92
Distance to nearest residence (other than owner): 1500 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs. = 0
0 Sows (farrow to feeder) X 522 lbs. = 0
2090 Head (finishing only) X 135 lbs. = 282150
0 Sows (farrow to wean) X 433 lbs. = 0
0 Head (wean to feeder) X 30 lbs. = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 282150
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 282150 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 282150 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet Lk rr^101NAA
4. TOTAL DESIGN VOLUME !
Inside top: length 330 feet ; width 140 feet
Top of dike at elevation 47.80 feet
Freeboard 1.0 feet Side slopes 2.5:1(inside)
Total design lagoon liquid level at elevation 46.80 feet
Bottom of lagoon at elevation 32.50 feet
Seasonal high water table elevation 36.00 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 325.0 135.0 14.30
AREA OF TOP
LENGTH X WIDTH
325 135 43875 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
254 64 16097 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
289 99 114832 (Area of Midsection X 4)
CU. FT. = (Area top+(4XArea Midsection)+Area Bottom] X Depth/6*
43875 114832 16097 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 416617 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
330 140 46200 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 46200 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 282150 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 69070 Cubic feet
B. 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 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 26950 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot X DA
Volume = 28875 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 69070 Cubic feet
5L. 0 Cubic feet
5C. 26950 Cubic feet
5D. 28875 Cubic feet
TOTAL 124895 Cubic feet

6. SUMMARY
a
Total required volume = 407045 Cubic feet
Total design volume avail.= 416617 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 282150 Cu. Ft.
At elev. 43.50 Ft; Vol= 284054 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 387742 Cu. Ft.
At elev. 46'.10 Ft; Vol= 386466 Cubic feet (start pumping)
Seasonal high water table elevation is 36.00 Feet, which must
be lower than the elevation of top of treatment volume 43.50
DESIGNED BY:
DATE: /2 -2�- 'L-
APPROVED BY:
DATE: 14 -,I-q 7-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES: Ratlerjfly r e/Q0. q7.8, 9I23ke Aw

========>Errol Quinn
Count "----- -----�---------------========>NEW
LAGOO THE FOL
________>12/10/92 COMMAND
Dist. nearest residence (other than owner)==>
AVAILAB
',�ws (farrow to finish)______ ------- ____====>
ANYWHER
ks (farrow to feeder)======= ------ ========>
THE PRO
Head (finishing)=====-------- ----- ==========>
2090
Sows (farrow to wean)= --------- ________>
TO PRIN
Head (wean to feeder)_______________________>
\pd
Storage volume for sludge accum. (cu.ft.)===>
0
Treatment Volume (min. 1 cu. ft. per lb.)===>
1 TO CLEA
Inside top length___________ ---------------- >
300 \cd
Inside top width____________________________>
150
Top of dike at elevation======= ----- ========>
47.80 TO QUIT
Freeboard___________________________________>
1.0 \q
Side Slopes_________________________________>
2.5
25 year - 24 hour rainfall__________________>
7.5 TO GOTO
Bottom of lagoon at elevation= --- ===========>
32.50 \sr
Total required volume= ----- ========> 405595
Total design volume available======> 411112
TO PRIN
Design end pumping elevation================>
43.60 \pc
Min. required treatment volume=====> 282150
Trmt. vol. at end pumping avail.===> 285223
TO PRIN
Design start pumping elev------
46.10 \po
Min. required perm. + temp. volume=> 381706
Design vol. at start pumping avail.> 382987
TO GOTO
Seasonal high water table elevation=========>
43.00 \wu
NOTE! Verify that temporary storage is adequate:
Min. required temporary volume=====> 123445
Design temp. vol. avail============> 125889
671
C12
Z
Z,7-Z 1

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based 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 any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment 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 runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha 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 pre -
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initial filling.
2. The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste (see
Attachment B) before land application.

I
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 46.10 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 43.50 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 96020 cubic feet or 718232 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.4
inches per hour.
5. Keep vegetation on 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 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 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.
NOTES:
�_v n cLr+►i� �/' -77 l�.tt.l �rri D[..� d ✓� r1►ti e1W•� Z ��.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
120.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0.0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
16.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
60.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0.0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING 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 BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

I
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 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps-foot roller
during placement. The embankment of the lagoon shall be installed
using the more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement. To
protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated a minimum of one (1) foot
below grade and backfilled and compacted with a SCS approved
material (i.e.-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.

4
Operator: QUINN
County: DUPLIN
Distance -to nearest residence (ether than owner):
1. STEADY STATE LIVE WEIGHT
Date: 34347.25
1000.0 feet
0
saws
(farrow to finish)
x
1417
lbs. =
0
0
sows
(farrow to feeder)
!
522
lbs. -
C)
1280
head
(finishing only)
X
135
lbs. --
172800
7
sows
(farrow to wean)
,,
433
lbs. _
_>
0
head
(wean to feeder)
%
30
lbs. -
0
TOTAL STEADY STATE
LIVE
WEIGHT
(SSLW') =
17280o
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 172800 lbs. SSLW x Treatment Vol ume (C:F) / 1 b . SSLW
Treatment V01ume(CF)/1b. SSLW= 1 CF/lb. SSLW
Volume = 172800 Cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
$L..4S¢
Vol ume = U. 0 cub ic feet SL,,ASe *, ba
4. TOTAL. DESIGN VOLUME
Inside top length 160.0 feet 4 Inside top width 245.0
Top of dike at elevation 47.8 feet
Freeboard 1.3 feet ; Side slopes 3.0 : 1 (Inside lagoon
Total design lagoon liquid level at elevation 46.5 feet
Bottom of lagoon elevation 35.8 feet
Seasonal high water table elevation 40.0 feet
3q,r �-
Total design volume using pr ismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3. 0 23 . 0 3.0 152.2 237.2 10.70
AREA OF TOP
LENGTH * WIDTH =
152.2 237.
AREA OF BOTTOM
LENGTH * WIDTH =
88.0 173.E
36102 ( AREA OF TOP)
15224 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
120.1 2{ �5. 1 98530 ( AREA OF MIDSECTION * 4 )
C:U . FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
36101.8 9e530.0 15224.0

VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 267243
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA: '
Lagoon (top of dike)
Length * Width =
160.0 245.0 39200.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 39200.0 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 = 172800 Lbs. SSLW * CF of Waste/Lb./Day * 180
Volume = 42301 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or vo
of fresh water used for a flush system. Flush systems that rec
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
180 days excess rainfall = 7,0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 22866.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 24500.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A . 42301 cubic feet
5B. D cubic feet
5C. 22867 cubic feet
5D . 24500 cubic feet
TOTAL 89668 cubic feet
S. SUMMARY
Total required volume ume 262468 cubic feet
Total design volume avail. 267243 cubic feet
Min. req. treatment volume plus sludge accumulation 172eoo
476s' /75flef
At elev. -4BvO feet ; Volume is 15468.E cubic feet :end pu
Total design volume less 25yr-24hr storm is 242743 cubic fee
At elev. 45.8 feet ; Volume is 242540 cubic feet :start
Seasonal high water table elevation 40.0 feet
7. DESIGNED BY: �� �T�� n%tf+J�l� APPROVED BY: s� ( j
DATE: `�ll1t'I DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: lZ�'D t � d 213.d '
�- r � _ _THA`
-- --GCB DOES LAND F 'LLYVOLUMES
EX T I ON
ARE CORRECT _

Operator: _________ _________ _________ ________>
Quinn Expan.
County:__ _________ _________ __ ______ ________>
Duplin
Date:=___ _________ __=_____=____=_ _=____>
02/04/03
Dist.to nearest residence (other than owner):
1000 ft.
sows (farrow to finish) :_— _________ _____—_>
sows ( farrow to fee eder)
head (finishing only):_____ _________=______>
1280
sows (farrow to wean):====
head (wean to feeder):_____
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft.!lb.)===____>
1.0
25 Year - 24 Hour Rainfall (in.)===_________>
7.5
Rainfall in excess of evaporation (in.)===__>
7.0
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day)====______>
Temporary storage period (days)= ------------ _>
180
Freeboard(ft.):____________________________>
1.0
Side slopes (inside lagoon):________________>
3.0 1
Inside top length (ft.):____________________>
160.0
Inside top width (ft.):_____________________>
245.0
Top of dike elevation (ft.):________________>
47.8
Bottom of lagoon elevation (ft.):==_________>
35.8
Seasonal high water table(SHWT) elev.(ft.):=>
40.0
Total required volume:_____ ________> 262366
cu. ft.
Actual design volume:====__ ________> 278179
cu. ft.
Stop pumping el.(> or = to 40.0 ft.SHWT)>
43.7 ft.
(> or = to 41.8 ft.Min.)
Required minimum treatment volume: 172800
cu. ft.
Volume at stop pumping elevation: 175053
cu. ft.
Start pumping elev.:________________________>
46.1 ft.
Volume at start pumping elevation: 252988
cu. ft.
Actual volume less 25yr-24hr rain: 253679
cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 65066
cu. ft.
Actual volume to be pumped:==> 77935
cu. ft.
1-a o., E) a-4/1G,1 cvf%e CTO V�YLNlL
IA F e t� o eJ

M
OPERATION AND HAINTENANCE_PLAN
_
ge) With
This lagoon is designed for eWaste ireda for t,hePplannedt fluidalevel to be
min. odor control. +Themtime r storage) may vary due to so'I
reached (Perma.nent
flushing operations, and the amount of fresh water added to vo volume
system.
The designed 6 months temporary storage is estamat
ed based on* 1) waste from animals? �') excess rainfall after evaporation;
and 3) the largest 24 h5u.roe day) valumerainfaof wastell that ogenerated ccurs On t from
average of once every' L years.
a given number of an1maThis�estill �mate�isyk,asedtant7tincheso f exceut the ss
and from year to year
rainfall which is equal texcessexcerainfa�llhishapproximatelyG8 inches.
a year. The average annual
to be
Therefore, an average s inchesn f excessl will notnbela factorwilleed to Consider
25
pumped each year. The Y
in an annual pumping cycle, but this storage volume must always eimum elevation is determined in e
available. A maxand tthe outlet invert of pipe(s) ach desifrom
pumpinginstalled on o begin
his is usually eIf the outlet P�Pe is not in on the elevation to
levation
building(s)-
begin pumping, a permanent marker An elevation (6 t befeet established
to indicate when pumping th 6 feet).
ed at any time between these two
to stop pumping to maintain minimum treatment dep
Pumping can be started or stoppedsite
elevations for operating cenvinienceinsorder tonapply nwastemwithout
such as
weather, Soils, crop, and
runoff or leaching.
as an
Land application of waste water
applicationeinclude solidtable
set,
method of disposal, ► gun irrigation. Care should be
center pivot, guns, and traveling
taken when applying waste to prevent damage to crops.
are to be carried Out
The following items
at
oon
1.
It is strongly recommended preventeexcessive'odor$ duringreW
charged to 1•/2 its capacity tP P
start-up. .Pre-charginonneiherebyes hreducingtodors. osolidsishould be
waste entering the lag
covered with effwith at, all recycledllagoon�Jliquid, Freshnwatereshouldletenot
flush buildings with be be used for flushing after initial filling.
2" The attached waste utiilizaestinglof waste (seenatta
before -land and t
chmentais
plan eapplicationr
3. Begin pump -out evel reaches eleva-
ofedhbYlpe°manentnmarkedr.lStop pumtheufluidndepth is
tion A"�" as mark ��-- or before
le
the f uid level reaches (this less_25 yearrsborm
less than.6 feet deep i..� this
bacteria)_ The design temporary storage,
is 65635 cubic fderably4f0rom$Yearltosyear,stated before,
volume will vary cons
rv� tip•-�.�' -o• '
}

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E.

Operator:Quinn 1 (o 1d la)a=A) County: Duplin Date: 12/23/92
Distance to nearest residence (other than owner): 1500 feet
1. STEADY STATE LIVE WEIGHT
0
Sows
(farrow to finish)
X
1417
lbs. =
0
0
Sows
(farrow to feeder)
X
522
lbs. =
0
435
Head
(finishing only)
X
135
lbs. =
58725
0
Sows
(farrow to wean)
X
433
lbs. =
0
0
Head
(wean to feeder)
X
30
lbs. =
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 58725
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 58725 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 58725 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Not computed at landowner's request.
Volume = 0 cubic feet Sludge will be removed as need
4. TOTAL DESIGN VOLUME
Inside top: length 110 feet ; width 125 feet
Top of dike at elevation 47.80 feet
Freeboard 1.0 feet Side.slopes 2.5:1(inside)
Total design lagoon liquid level at elevation 46.80 feet
Bottom of lagoon at elevation 32.00 feet
Seasonal high water table elevation 36.00 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 105.0 120.0 14.80
AREA OF TOP
LENGTH X WIDTH
105 120
AREA OF BOTTOM
LENGTH X WIDTH =
31 46
AREA OF MIDSECTION
LENGTH X WIDTH X 4
68 83
12600 (Area of Top)
1426 (Area of Bottom)
22576 (Area of Midsection X 4)
CU. FT. = (Area top+(4XArea Midsection)+Area Bottom] X Depth/6
12600 22576 1426 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 90285 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
110 125 13750 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 13750 Square Feet
===> Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 58725 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 14376 Cubic feet
B. 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 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 8020.8333 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot X DA
Volume = 8594 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 14376 Cubic feet
5B. 0 Cubic feet
5C. 8021 Cubic feet
5D. 8594 Cubic feet
TOTAL 30990 Cubic feet

Jul4 1 C 4
Total required volume = 89715 Cubic feet
Total design volume avail.= 90285 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 58725 Cu. Ft.
At elev. 43.90 Ft; Vol= 58272 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 81691 Cu. Ft.
At elev. 46.00 Ft; Vol= 80561 Cubic feet (start pumping)
Seasonal high water table elevation is 36.00 Feet, which must
be lower than the elevation of top of treatment volume 43.90
DESIGNED BY: APPROVED BY:
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based 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 exces"s 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 any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment 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 runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha 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 pre -
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initial filling.
2. The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste (see
Attachment B) before land application.

" E
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 46.00 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 43.90 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 22397 cubic feet or 167527 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.4
inches per hour.
5. Keep vegetation on 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 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc." Do not pump within
300 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.
NOTES:

_________>Errol
Qui
C-------------------------------====>LAGOON 1
Dane___________ ---------------- ___________—>12/10/92
Dist. nearest residence (other than owner)==>
�ws ( farrow to , f inish) _____________________>
._jws (farrow to feeder) ------------------>
Head (finishing)===_________________________>
Head
435
Sows (farrow to wean)_______________________>
Head (wean to feeder)_______________________>
Storage volume for sludge accum. (cu.ft.)===>
0
Treatment Volume (min. 1 cu. ft. per lb.)===>
1
Inside top length___________________________>
110
Inside top width____________________________>
125
Top of dike at elevation====________________>
47.80
Freeboard=__________________________________>
1.0
Side Slopes=====_____----------------------->
2.5
25 year - 24 hour rainfall__________________>
7.5
Bottom of -lagoon at elevation======__===_===>
32.00
Total required volume______________> 89715
Total design volume available=====_> 90285
Design end pumping elevation________________>

N
operator: Quinn I�o IJ- County: Duplin Date:
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
12/23/92
1500 feet
0
Sows
(farrow to finish)
X
1417
lbs. =
0
0
Sows
(farrow to feeder)
X
522
lbs. =
0
415
Head
(finishing only)
X
135
lbs. =
56025
0
Sows
(farrow to wean)
X
433
lbs. =
0
0
Head
(wean to feeder)
X
30
lbs. =
0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 56025
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 56025 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1.0 CF/lb. SSLW
Volume = 56025 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Not computed at landownerts request.
Volume = 0 cubic feet Sludge will be removed as need
4. TOTAL DESIGN VOLUME
Inside top: length 120 feet ; width 110 feet
Top of dike at elevation 47.80 feet
Freeboard 1.0 feet Side slopes 2.5:1(inside)
Total design lagoon liquid level at elevation 46.80 feet
Bottom of lagoon at elevation 31.00 feet
Seasonal high water table elevation 36.00 feet
Total design volume using prismoidal formula:
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 115.0 105.0 15.80
AREA OF TOP
LENGTH X WIDTH
115 105
AREA OF BOTTOM
LENGTH X WIDTH =
36 26
AREA OF MIDSECTION
LENGTH X WIDTH X 4
76 66
12075 (Area of Top)
936 (Area of Bottom)
19781 (Area of Midsection X 4)
CU. FT. _ (Area top+(4XArea Midsection)+Area Bottom] X Depth/6
12075 19781 936 3
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 86352 CU. FT.

5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
120 110 13200 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 13200 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 56025 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 13715 Cubic feet
B. 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 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 7700 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot X DA
Volume = 8250 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 13715 Cubic feet
5B. 0 Cubic feet
5C. 7700 Cubic feet
5D. 8250 Cubic feet
TOTAL 29665 Cubic feet

6. SUMMARY
Total required volume = 85690 Cubic feet
Total design volume avail.= 86352 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 56025 Cu. Ft.
At elev. 43.90 Ft; Vol= 55757 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 78102 Cu. Ft.
At elev. 46.00 Ft; Vol= 77040 Cubic feet (start pumping)
Seasonal high water table elevation is 36.00 Feet, which must
be lower than the elevation of top of treatment volume 43.90
DESIGNED BY: APPROVED BY:
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

}
cou=------------------------------------>LAGOON 2
Date===== ------ --------- ___________>12/10/92
Dist. nearest residence (other than owner)==>
)ws ( farrow to f inish) _____---
-)Ws (farrow to feeder)_____________________>
Head (finishing.)_________ ----- ______________>
415
Sows (farrow to wean)_______________________>
Head (wean to feeder)_______________________>
Storage volume for sludge accum. (cu.ft.)===>
0
Treatment Volume (min. 1 cu. ft. per lb.)===>
1
Inside top length==_____ -------------------- >
120
Inside top width____________________________>
110
Top of dike at elevation____________________>
47.80
Freeboard=====______________________________>
1.0
Side Slopes=====____________________________>
2.5
25 year - 24 hour rainfall__________________>
7.5
Bottom of lagoon at elevation_______________>
31.00
Total required volume=====_________> 85690
Total design volume available=====_> 86352
Design end pumping elevation________________>

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based 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 any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment 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 runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha 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 pre -
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initial filling.
2. The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste (see
Attachment B) before land application.

k
3. Begin pump -out of the lagoon when fluid level reaches, eleva-
tion 46.00 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 43.90 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 21415 cubic feet or 160184 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.4
inches per hour.
5. Keep vegetation on 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.
S. Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 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.
NOTES:
3. Begin pump -out of the lagoon when fluid level reaches, eleva-
tion 46.00 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 43.90 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 21415 cubic feet or 160184 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.4
inches per hour.
5. Keep vegetation on 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.
S. Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 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.
NOTES:

F
SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED:
l&O ©- RS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 301Fc+F- X
6-;-�LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
24.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0.0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
300 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING 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 BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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
/eao"eJ Cpwrmaneni + Lampura/y sturaya) may v^r/ uu6 io aol1 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: l) 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 lnohao 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 O incheu of excess rainfall will naed 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
huilding(u)- 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 atoppad 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. Methoda of application include solid set,
center pivot, guns, and traveling gun irrigation. Caro should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out;
l. 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 Lime:' When precharging is complete,
flush buildings with recycled lagoon liquld. 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' Beginpump-out of the lagoon when fluid level reaches eleva-
tion4yw\ 1249 as marked by permanent marker' Stop pump -out when
the f\uld level reaches elevation or before tha fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, laoo 23 year storm
is 66635 cubic Feat or 490948 gallons. As stated before, this
volume will vary considerably from year to year'

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
ia.yoon 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.
3. 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. Oo not pump within 200 feet of a
residence or within 100 feet of a. well.
'9. The Clean Water pact of 1.977 prohibits the discharge of
pollutants .into waters of the United States. The O-epartment. of
Environment, Health, and Natural. Resources, division of Environ-
mental Management, has the responsibility for enF;-Jrcing this law..

SCS-Et�G-53E U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME /: �/ A DISTRICT _—
DATE q` t 3' a 3_ COUNTY .—�7✓
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHEIB AREA MEASUREMENTS f
CROPLAND ACRES PASTURE ACRES 1�
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (APProz scale Irt.= feet)
Locale reference point -3n center line of darn and Identify on skelc&
SHOW BORING NUMBER AND PROFILE
AfoAe and list da--site and sglllwag borings fir%1 - then ponded area and borrow pit borings - separate with vertical red line.
DEPTH
(Continued on back where necessary) Show water table elevations on dam -site borings.
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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 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps-foot roller
during placement. The embankment of the lagoon shall be installed
using the more impervious materials. Construction of fill
heights shall include ten (10) percent for settlement. To =.
protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated a minimum of 1,7"-feei
below grade and backfilled and compacted with a SCS approved
material (i.e.-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.

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INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids k4-T1ush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
,"emove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
'Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation Maintain vegetative control along. banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues
Animal Holding Areas
AMIC--November 11, 1996
,Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
polids in filter strips around feed storage as needed.
Accumulations of animal wastes f) Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
4id 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).

Dry Manure Handling Accumulations of animal wastes r(•) Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
J,Ptovide for adequate drainage around manure stockpiles.
p-Kspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked W 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.
(Laridowne Signature)
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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMENT SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTENSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wail 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 doe not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on- the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close values 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 no siphon occurs.
d. Stop all flows in the house, flush systems or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch away from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kill's ,or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - -, local SWCD office phone number - - , and
local NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a. Name:
b. 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.
2

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OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
mire. 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 i"s 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 J5.8 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 4-7ss 43-4 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 65635 cubic feet or 490948 gallons. As stated before, this
volume Will vary considerably from year to year.

II 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_

Operator:QUINN
County: DUPLIN
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
Date: 34347. 25
1i 0a. C; feet
0
sows
(farrow to finish)
x
1417
lbs.
= 0
0
saws
(farrow to feeder)
x
522
lbs.
= 0
1280
head
(finishing only)
x
135
lbs.
= 172eOO
0
saws
(farrow to wean)
x
433
lbs.
= 0
0
head
(wean to feeder)
x
30
lbs.
= 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 172800
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 172600 lbs. SSLW x Treatment VOl ume (C:F) / 1 b . SSLW
Treatment Volume(C:F)/lb. SSLW= 1 C:F/lb. SSLW
Volume = 172800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet 56,-k�e *- � � a�
4. TOTAL DESIGN VOLUME
Inside top length 160.0 feet ; Inside top width 245.0
Top of dike at elevation 47.8 feet
Freeboard 1.3 feet ; Side slopes 3.0 : 1 (Inside lagoon
Total design lagoon liquid level at elevation 46.5 feet
Bottom of lagoon elevation 35.8 feet
Seasonal high water table elevation 40.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 152.2 237.2 10.70
AREA OF TOP
LENGTH * WIDTH =
152.2 237.2 36102 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
88.0 172.0
15224 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
120.1 205.1 98530 ( AREA OF MIDSECTION * 4'.)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
36101.8 98530.0 15224.

VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 267243
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
160.0 245.0 39200.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 39200.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in C:F/LB SSLW 0.00136
Volume = 172800 Lbs. SSLW * 0•F � �f Waste/Lb. /Day * 180
Volume = 42301 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or vo
of fresh water used for a flush system. Flush systems that rec
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48
Volume = O.O.cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
120 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 22866.7 cubic_ feet

5D. Volume of 25 year - 24 hour storm
Vol ume = 7.5 inches / 12 inches per foot * DA
Volume = 24500.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 42301 cubic feet
5B. 0 cubic feet
5C. 22867 cubic feet
5D. 24500 cubic feet
TOTAL egGGe cubic feet
G. SUMMARY
Total required volume 262468 cubic feet
Total design volume avail. 267243 cubic feet
Min. req. treatment volume plus sludge accumulation 172800
"A� 6s' / 73.fG14-
At elev. feet ; Volume is--1Z4682 cubic feet (end pu
Total design volume less 25yr-24hr storm is 242743 cubic fee
At elev. 45.6 feet ; Volume is 242540 cubic feet (start
Seasonal high water table elevation 40.0 feet
-7 cc a
7 . DESIGNED LAY : (;"JnC APPROVED BY:
A,
DATE: ` f �� iq�l DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION FLAN
COMMENTS: SCS DOES NOT CERTIFY THAT
T EXCAVATION AND FILL VOLUMES
ARE CORRECT