310761_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below. Application must be signed and dated by the Permittee
1. Farm Number: 31-0761 Certificate Of Coverage Number: AWS310761
2. Facility Name: Earl Davis Farm
3. Landowner's Name (same as on the Waste Management Plan): Earl C Davis
4. Landowner's Mailing Address: 615 Earl Davis Rd
City: Rose Hill State: NC
Zip: 28458
Telephone Number: 910-289-3167 Ext. E-mail:
5. Facility's Physical Address: 1271 Lanefield Rd
City: Warsaw State: NC
Zip: 28398
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Earl C. Davis Phone No.: 910-284-0285 OIC #: 18036
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 6,400
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers
RECE R9rL(MEQU"J'
MAR 2 9 2019
er3r:rc9eperatbzsysc,2w.,

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
1
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
134,165.00
Design Freeboard
"Redline"
(Inches)
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed bthe owner and a certified technical suecialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that " if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil` -penalties 'tip to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should
corporation, signature should be by a principal executive officer of the corporation):���
Name: 1 i 1 S Title: �✓ Al ttke If
`ul
Signature:
Name:
Signature:
Ji
Date: P
Title:
Date:
Name: Title:
Signature: _ _ Date:
sign.
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR.
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019
If Landowner is a

ROY COOPER
Governor
MICHAEL S. REGAN
Secreary
LINDA CULPEPPER NORTH CAROLINA
Director
Environmental Quality
February 27, 2019
Earl C Davis
Earl Davis Farm
615 Earl Davis Rd
Rose Hill, NC 28458
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at hasps://deu.nc.t=ov/about/divisions/water-reso cgs/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In rder to sure •our contin ed vera a un r th St a n-Dish a Gen ral rmits v
permit coverage to the Division. Enclosed ti ou will find a "Request for Certificate of Coverage Facili Crrrrently Covered by an
Exninne tate Non Di cs harge General Penni " The anplicati n form m t be com leted- signedand re ed _ April 3. 2019.
Please note that you must include one (11 copv of the Certified Animal Waste Management Plan ICAWMPI with thrc
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 NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
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 919-707-9100.
Sincerely,
mu
submit
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS31.0761
- Murghy-Brown LLQ
North Carolina Department of Envaron mental Quality 1 Division of Water Resources
512 N. Salisbury St. 1 1636 Mail Service Center 1 Raleigh North Carolina 27699.1636
919, 707 9000
tion for

Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
• El
• E
Version —November 26, 2018
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a renderrig plant licensed Linder G.3. 106-168.7.
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-
. agenient 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.
Far Owner/Manager
g-t
3MHct
Date
Signa• re of Technical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
12-21-2006
Farm-± 1
This plan has been prepared for:
Earl Davis FarmsFac31761
Earl C Davis
615 Earl Davis Rd
Rose Hill, NC 28458
910-289-3167
This plan has been developed by:
Billy W Houston
Duplin Soil & Water Conservation
PO Bay 219
Kenansville, NC 28349
910- 296- 2120
,7
Develofi r Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/I'1anager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient rnanagement plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: +'... v 1 Jv.4
Technical Specialist Signature Date f
601958 Database Version 3.1 Date Printed: 12-21-2006 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.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 5,932,800 gals/year by a 6,400
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
13665
Incorporated
23467
Injected
75844
Irrigated
14853
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
14,853
17658
-2,805
7,053,491
-1,120,691
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.
601958 Database Version 3.1 Date Printed: i2-21-2006 Source Page Page 1 of 1

Narrative
This WUP is written based on an irrigation, design completed by Mr. Billy Hall.
Mr Davis will need to plant only approximately 30 acres of smallgrain overseed tip meet the nutrient
budget needs for winter pumping on this farni.
601958 Database version 3.1 Date Printed: 12-21-2006 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
.!d
71753
71753
71753
71753
71753
71753
71753
71753
+1753
r'LAXI TOTALS:
Total
Acres
Useable
Acres
oi.aY 61.39
Leaching
Index (LI)
Autryville
Autryvitle
Autryville
Autryville
Autr 'ille
N/A Autryville
Autryville
Autryville
Autryville
Autryville
N/A Autryville
Autryville
Soil Series
Crop Sequence
Hybrid Bermudagrass Pasture
Small Grain Overseed
Hybrid Bermudagrass Pasture
Small Grain Overseed
Small Grain Oversced
Hybrid Bermudagrass Pasture
Small Grain Overseed
Hybrid Bermudagrass Pasture
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Ovcrsecd
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bertudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hav
*3.7 Tons
err
1.0 Ton
5.5 Ton!
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1,0 Tons
1.0 Tons
5,5 Tons
1.0 Tons
5.5 "Pons
1.0 Tons
5.5 Tons
1.0 Tons
Tonj
601958
Database Version 3.1
NOTE: Symbol * means user entered data.
Date Printed 12/21/2006
PCS Page Page 1 of2

Lt
<2
>=2&
<= 10
> 10
Potential Leaching
Low potential to contribute to soluble
nutrient leaching below the root zone.
Moderate potential to contribute to soluble
nutrient leaching below the root zone.
High potential to contribute to soluble
nutrient leaching below the root zone.
Technical Guidance
None
Nutrient Management (590) should be planned.
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
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
No -Till (778). and edge -of --field practices such as Filter Strips (393) and Riparian Forest Buffers
(391).
601958 Database Version 3.1 Datc Printed 12/21/2006
NOTE: Symbol *means user entered data.
PCS Page Page 2 of 2.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Tract
71753
71753
71753
Field
2
2
Source
11)
S7
S7
S7
Soil Series
Marvyn
Autryville
Autryville
Total rise.
Acres Acres
5.73 5.73 Fescue Pasture
5.01 5.01 Small Grain Overseed
Crop
5.01 5.01 1 Cybrid l3ermudagrass Pasture
71753
2A
S7
' 71753
2A
S7
Autryville
Autryville
Year l
RYE
*3.7 Ton
1.0 "Pons
5.5 Pons
Applic.
Period
8/1-7/31
10/1-3/31
*3/1-10/31
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm.
Fen.
Nutrient
Applied
(Ibs/A)
Res.
(lbs/A)
N
*140
50
*205
N
0
0
N
0
0
0
Applic.
Method
Irrig.
Irrig.
Irrig.
Manure
PA
Nutrients
pplied
Ohs/A)
N
14(
5(
205
5.81 5.81 Small Grain Overseed
1.0 'Pons
10/1-3/31
50
0
0
Irrig.
50
5.81 5.81 llybrid 1ermudagrass Pasture
71753
3
S7
Autryville
3.83 3.83 Small Grain Overseed
5.5 'Tons
1.0 `Pons
*3/1-10/31
10/1-3/31
*205
50
0
0
0
0
71753
71753
3
3A
57
S7
Autryville
Autryville
3.83
3.83 Hybrid l3ermudagrass Pasture
3.77 3.77 Small Grain Overseed
71753
3A
S7
Autryvitic
3.77 3.77 Hybrid l3ermudagrass Pasture
71753
71753
71753
71753
71753
71753
1753
4
4
5
5
SA
5A
6
S7
S7
S7
S7
S7
S7
S7
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
1.52 1.52 Small Grain Overseed
1.52 1.52 llybrid Bermudagrass Pasture
}
5.81 5.81 Small Grain Overseed
5.81 5.81 I lybrid l3ermudagrass Hay
3.97 3.97 Small Grain Overseed
3.97 3.97 Hybrid l3ermudagrass flay
5 81 5.81 Small Grain Overseed
5.5 'Pons
1.0 Tons
5.5 Tons
1.0 'Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
*3/1-10/31
10/1-3/31
*3/1-10/3I
10/11-3/31
*3/1-10/31
*205
50
*205
50
*2(15
0
0
0
0
0
0
0
0
0
0
Irrig.
lnlg.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
205
5(
205
50
205
5
205
10/1-3/31
*3/1-10/31
10/1-3/31
*3/1-10/31
50
*27S
50
*275
ti 1 50
0
0
0
0
0
0
0
0
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
50
275
50
275
50
-
I.iquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
1000
gal/A
'Tons
1000 gals
tons
r
55.92
0.00
320.43
0.00
➢ 9.97
0.00
100.06
0.00
81.89
0.00
410.25
0.00
19.97
0.00
116.04
0.00
81.89
0.00
475.75
0,00
19.97
0.00
76.49
0.00
• 81.89
0.00
313.62
0.00
-1
19.97
(1.00
75.30
0.00,
81.89
0.0C 4
308.71
0.00
19.97
0.00
30.36
0.00
81.89
0.00
124.47
0.00
19.97
0.00
116.04
0.00
109.85
0.00
638.21
0.00
-
a
19.97
0.00
79.29
0.00
109.85
0.00
436.09
0.00
19.97
(1.00
116.04
0.00
601958 Database Version 3 I Dale Printed: l2/21/2006 WUT Page Page 1 of 2

Waste Utilization Table Year 1
Tract
71753
71753
Field
6
6A
Source
ID
Soil Series
S7 Autryvillc
S7
Autryville
Total
Acres
5.81
5.26
Use.
Acres
Crop
5.81 Hybrid I3ermudagrass May
5.26
71753
71753
71753
6A
7
7
S7
S7
S7
71753
7A
S7
Autryville
Aulryville
Autryville
Aulryville
5.20
2.86
2.86
5.26
2.86
2.86
Small Grain Ovcrsced
If l3ermudagrass Flay
Small Grain Oversced
5.81
5.81
Iybrid l3ermudagrass I lay
Small Grain Ovcrsced
RYE
Applic.
Period
Nitrogen Comm. Res.
PA Fert. Ohs/A)
Nutrient Nutrient
Regd Applied
(lbslA) (Ibs/A)
N N
5.5 Tons *3/1-10/3! *275 0
A-
I .0 T OM 10/1-3/31 50 0
5.5 Tons *3/1-10/31 *275 0
1.0 Tons 1 0/ 1-3/31 50 0
N
0
0
;1
0
Applic.
Method
Irrig.
Irrig.
Irrig.
prig.
Manure Liquid Solid
PA ManureA Manure
NutrientA pplied Applied
pplied (acre) (acre)
(Ibs/A)
liquid
Manure
Applied
(Field)
N
275
50
275
1000
gal/A
109.85
"funs 1000 gals
0.00 638.21
Solid
Manure
Applied
(Field)
Inns
0.00
19.97
109.85
0.00 105.05
0.00 577.79
0.00
0,00
50
19.97
0.00 57.12
5.5 Tons *3/1-10/31 *275 0
0
Irrig.
275
109.85
0.00 314.16
0.00i
0.00
1.0 Tons
10/1-3/31 50 0
0
brig.
50
19.97
0.00 116.04
0.00
71753
7A
S7
Autryvilie
5.81
5.81
71753
8
S7
Autryvilie
4.60
4.60
Hybrid l3ennudagrass !lay
5.5 Tons
*3/1-10/31 *275 0
0
Irrig.
275
109.85
0.00 638.21
0.00
Small Grain Overseed
71753
71753
71753
8
SA
8A
S7
S7
S7
Aulryville
Autryville
Autryvilie
4.60
2.10
2.10
4.60
2.10
2.10
Iybrid l3ermudagrass Hay
Small Grain Ovcrsecd
Ilybrid I3ermudagrass I lay
I.0 Tons
1011-3/31 50 0
0
Irrig.
50
19.97
0.00 91.87
5.5 Tons
1.0 'Pons
5.5 Tons
*3/1-10/31 *275 0
10/1-3/31 50 0
*3/1-10/31 *275 0
0
0
0
Irrig.
Irrig.
lrrig.
275.
50.
275',
109.85
19.97
109.85
0.00 505.29
0.00 41.94
0.00 230.68
Total Applied, 100u gallons 7,053.49
Notes: 1. In the tract column, - symbol means leased, otherwise. owned.
2. Symbol * means user entered data.
Total Produced, 1000 gallons 5,932.8
Total Applied, tons
Total Produced, tons
Balance, n,us !;
0.00
0.00
0.00
a.01)
0.00
0.00
601958 Database Version .1
Date Printed: 12/21/2006
Wt IT Page Page 2 of 2

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
(inchcs/hour)
Application Amount
(inches)
71753
1
Marvyn
0,50
1.0
71753
2
Autryville
0.60
1.0
71753
2A
Autryville
0.60
1.0
71753
3
Autryville
0.60
1.0
71753
3A
Autryville
0.60
1.0
71753
4
Autryville
0.60
1.0
71753
5
Autryville
0.60
1.0
71753
5A
Autryville
0.60
1.0
71753
6
Autryville
0.60
1.0
71753
6A
Autryville
0.60
1.0
71753
7
Autryville
0.60
1.0
71753
7A
Autryville
0.60
1.0
71753
8
Autryville
0.60
1.0
71753
8A
Autryville
0.60
1.0
601958 Database Version 3.1 Date Printed 12/21/2006 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 efflut•nt 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 Mudge Nitrogen Utilization Table
Maximum I Maximum Sludge
Crop PA-N Rate Application Rate
Ib/ac 1000 gal/ac
i
Minimum Acres
5 Years Accumulation
i
Minimum Acres Minimum Acres
10 Years Accumulation 15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn I20 bu 150 13.16 80.23 160.47
Hay 6 ton R.Y'.E. 300
6.32 40.12 50.23
Soybean 40 bu 160 14.04 75.22
150.44
240.70
120.35
225.66
601958 Database Version 3.1 Date P rinted: 12-21-2006 Sludgeof 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 Waste Storage Capacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
901
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
71
1
2
58
1
3
76
1
4
82
1
5
87
1
6
93
1
7
98
1
8
103
1
9
144
1
10
180
1
11
159
1
12
J..� 137
* Available Storage Capacity is calculated as of the end of each month.
MAR 2 9 2019
,s'isTn7 Quay
601958 Database Version 3.1 Date Printed: 12-21-2006 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 Iand 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.
+. 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.
601958 Database Version 3.1 Date Printed: 12/21/2.006 Specification Page 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner,
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
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 shalt 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.
601958 Database Version 3.1 Date Printed: 12/21/2006 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.
601958 Database Version 3. I
Date Printed: 12/21/2006 Specification Page 3

Crop Notes
The following crop note applies to field(s): 5, 5A, 6. 6A, 7. 7A, 8. 8A
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 bufac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 buiac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 buiac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 buiac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): I
Fescue: Coastal Plain, Mineral Soil, Moderately Well Drained
Adaptation: Marginal,
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 ib/ac., for drilled use 15 to 20 Ib/ac. seed, Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Tall fescue requires adequate soil moisture for persistence and production. Soil test
for preplant and maintenance lime, phosphorus, and potassium recommendations. Apply 40 to 60 lbfac
nitrogen at planting for pure stands only. Do not apply N for mixtures with clovers but use proper legume
inoculation techniques. Apply 150 to 200 lb/ac. N to pure -stand fescue for hay production; reduce N rates
by 25% for grazing. Apply N Feb. 1 to Mar. 20 and Aug. 20 to Sept. 30, with equal amounts in each
window. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in
North Carolina for additional information or consult your regional agronomist or extension agent for
assistance.
601 958 Database Version 3.1 Date Printed: 12.21-2006 Crop Note Page Page 1 of 2

The following crop note applies to field(s): 2. 2A, 3, 3A, 4. 5, 5.A, 6, 6A, 7, 7A, 8. 8A
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): 2, 2A, 3, 3A, 4
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar, 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance, Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
Version 3.1 Date Printed: 12-21-2006 Crop Note Page Page 2 of 2

Mortality Management Methods
(check which method(s) are being implemented).
-1 Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowinc
stream or public body of water.
Rendering. at a rendering plant licensed under G.S. 106-163.7
Complete incineration
❑ In the case of dead poultry only, placing. in a disposal pit of a size and design
approved by the Department of Agriculture
=-� 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 of the State Veterinarian must be
attached)
insect Control Checklist for Animal Operations
Source Cu11SC
Flush Gutters • Accumulation of solids
Lagoons and fits • Crusted Solids
Liquid Systems
0 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
❑ Remove bridging of accumulated solids ;t
discharge
HMI's to Control Insects Site Specific Practices
Excessive Vegetative • Decaying vegetation
t iruwtli
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.
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.

Irr
Source
Farmstead
Animal body surfaces
1'- 10ur ,urliiccs • Wet manure -covered floors
hhuiure collection pits • Urine;
Swine Farm Waste Management Odor Control Checklist
Cause
• Swine production
HMI's to Minimize Odor
1 Vegetative or wooded buffers;
h Recommended best management practices;
t1 Good judgment and common sense
• Dirty manure -covered animals
1 Dry floors
• Partial microbial decomposition
Ventilation exhaust liars
• Volatile gases;
Dust
Indoor surfaces
Flush tanks
• Dust
SIo d floors;
f • Waterers located over slotted floors;
C7 Feeders at (high end of solid floors;
Cl Scrape manure buildup from floors;
CI Underfloor ventilation for drying
l Frequent nutnurc removal by flush, pit recharge,
or scrape;
Cl Underfloor ventilation
cal fan maintenance;
g Efficient air movement
Flush alleys
Pit recharge points
Lill stations
• Agitation of recycled lagoon
liquid while tanks are filling
• Agitation during wastewater
cnnvcyancc
• Agitation of recycled lagoon
liquid while pits are Tilling
• Agil:nion drying sump hunk
filling and drawdown
Outside drain collection
• or junction boxes
Washdown between groups of animals;
CI feed additives;
CI feeder covers;
C) Feed delivery downspout extenders to feeder
covers
Cl flush Tank covers;
CJ Extend fill Tines to near bottom of tanks with
anti -siphon vents
CI Underfloor flush with underfloor ventilation
0 Extend recharge lines to near bottom of pits
with anti -siphon vents
Cl Sump tank covers
• Agitation during wastewater
conveyance
0 Box covers
Site Specific Practices
AM(. duvcmbcr I I, 1996, I'agc 1

•
Source Cause v
IIMPs to Minimize Odor
Standing water around
facilities
Manure tracked onto
public roads Ilona farm
access -
• Improper drainage; - n Grade and landscape such that water drains
• Microbial decomposition of away from facilities
organic matter
• Poorly maintained access roads
01 farm access road maintenance
Additional Information :
Site Specific Practices
Swine Manure Management ; 0200 Rulc/13MP Packet
Swine Production Farm Potential Odor Sources and Remedies ; E13AL3• Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Plush - Lagoon Treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; El3AE 103-83
Calibration of Manure and Wastewater Application Equipment ; E13AE Fact Sheet
Controlling Odors from Swine Buildings ; P111-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PRO107, 1995 Conference Proceedings
AMOC- November I I, 1996, Pages
Available From
NCSIJ, County Extension Center
NCSIJ - fA1i
NCSU - 13A1:
NCSIJ - ItAE
NCSU - IIAI:
NCSIJ - BAIi
NCSU - Swine Extension
NC Pork Producers Assoc
NCSIJ Agri Communications
Florida Cooperative Extension

-. This Plan GCS
overflowing, be implernented
Your wing� or running in the event that
property to consider
offsite. You should Wastes from your operation
this does onsider that you have not wait until wastes peach are leaking,
not happen e a Probl
EATERGENCY ACTION
PHONE0U ;��
HERS
F�RG�-CDti�NAc _ 3
GEMS
SWCD NTSYSM 9II
1 olio _�9L
The fo l�
!lowing are - a
some action items yo
take.
I. Stop the release of tv
Suggested responses to sornDepending on the
possible situation, th
A Lagoon problems are Listed
moon overEow_possible solutions are:
a. Add soil to berb.m to increase
c Stop P waste to fields at &se elevation aof dam.
te.
d.P all flows to the lap an acceptable rate.
e. Alike a Pumping contractor.
` ediately.
sure no surface water is entering
B. Runo fi' fr-o ring lagoon.
m waste application field -actions include:
a. Immediately stop
b. Create a temporary waste application.
c.IncorporateCreateto Porary diversion to co
d. waste to reduce runoff:
main waste.
aluate and eliminate
- nofi'
e. Evaluate the li mcnate the re,
application re reason(s)
that caused
C. Leakage es for the fields w the runo
�e from the here runofr
a• :t0p re waste pipes and SPdnk'ers-action lncl cycle include
b. -
a.
topg
c. Close valves to eliminate further discharge Prior to re$t�ing pumps.
m.
You should make every surface waters or Ieave
e.'
'' ce '. - •� ery effort to ensure that
u should n -
v
is may
below or may not be possible.
f:
occurred•
ivEcramvArasolDwF
MAR 292019
-e2krrlOpe

EMERGENCY ACTION pl,
PHONE NUMBERS
BERS
DWQ 910 - 3 9,S-
E RGEti-CYMANAGEMENT3so
SWCD 9iic- SYSTEM 91 I
NRCS
-' 'This plan will be
overflowing, implemented in the event that wastes
g, or manning offsite. You should not from your operation
your property to consider thatwait until wastes reach surface are leaking,
this does not ha you have a problem. rface waters
happen. ■ '� ! . u You should make eve or Leave
wit. The following are some action item • �' effort to ensure that
s you should take.
1. Stop the release of wastes. aates. Depending on the situation, this may or may not be possible.
nested responses to some possible problems are listed A Lagoon overflow_ below.
possible solutions are:
a. Add soil to berm to increase
b. Pump waste to fields at se elevation of darn.
c. Stop all flows to the lag� acceptable rate.
d. Call a pumpingmoon immediately.
e. Make sure nosurfacewateris entering lagoon.
B. Runoff from waste a
application field -actions include:
a. Immediately stop
b. Create a temporary waste application.
c. Ire diversion to contain waste.
Incorporate waste to reduce runoff
d. Evaluate and eliminate the reason(s)
) that caused
e. Evaluate the application rates for thewhere �
fields the runoff:
C. Le,nofr'occurred.
-gage from the waste pipes and sprinklers -action inc
lude:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate fiirther discharge.
d. Repair all leaks prior to restaging Pumps.

D. Leakage from flush systems, houses, solid se arators _
P 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 se
e. Repair all Ieaks prior to restartin parators.
g Pumps,
E. Leakage from base or sidewall of lagoon. seepage �Often this is see e as to flowing
leaks -possible action:
a. Dig a small well or ditch to catch all seepage,
back to lagoon. P tee, put in a submersible u
b. If holes are caused bypump, and Pump
compact with a clay burrowing animals, trap or remove animals and fill hole
c. Have a professional evaluae te the condition sand
as possible. of the side walls and lagoon bottom as soon
2. Assess the: extent of the spill and note any obvious damages.
mares.
a. Did the waste reach any surface waters?
b. ApproximateIy how much w
c. Any damaQ as released and for what duration?
�e noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f Could a future rain event cause the spill to reach surf
g. Are potable water wells in danQ ace waters?
h. How per (either on or off of the property)?
much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours
Phone n al s�,, , call your D WQ (Division of Water
shone include: After hours, emergency number: Si5__ Quality) reou p office;
your name, facility,3- f the Your phone call
2 above, the exact location of the facility,
number, the details of the incident from item
weather and wind conditions. the location or direction of movement of the spill,
Seriousness The corrective measures that have been under take .
b. 7f spill leaves f e situation.
property or enters surface waters, call local EMS Phone4 and the
c. Instruct EMS to contact local Health De d. Contact CES, Payment. number 911.
Contact
- phone number 7i 4 - a,�y2
,and local local SWCD office phone number
_; NRCS office for advice/technical assistance phone number
4. If none of the above works, call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the
proper agencies for you.

5. Contact the contractor of your choice to begin repair of problem to minimize off -site damage.
ro i ( i n •
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a.. Name:
b. Phone:
i rn rvt-4-, ll i n .0 rn ` e rQ_G` _`. (Ai i r)
- S-5 -a9o3
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and rPgcsPss the waste management plan to keep problems with
release of wastes from happening again.

V 1
OR CAROLINA
EARL DAVIS - GROWER #280
8 (800) FEEDER TO FINISH
STATE ROAD #1900 - DUPLIN COUNTY
DIRECTIONS: FROM WARSAW, TAKE STATE ROUTE #1900 TOWARD
WASHPIT AND BOC #12.. FARM WILL BE ON LEFT APPROXIMATELY 2 MILES
PAST THE INTERSECTION OF JOHNSON CHURCH ROAD.
MAILING ADDRESS:
EARL DAVIS
RT. 1
ROSEHILL, NC 28458
Hopf; [phone]
SHIPPING ADDRESS:
EARL DAVIS
STATE ROUTE #1900
WARSAW, NC 28398
BROWNS OF CAROLINA• INC.
303 EAST COLLEGE STREET • P.O 80X 487 • WARSAW, rJ C. 28398-0487 • OFFICE [phone] • FAX: [phone]

-..v; _ S:'3 I^,.+_�T.r`.�'�^ pr Sa ca7=7_cx=== iCm F13� C. s=2Ann n fir_ ':SC-
please- =e u= ".a c= te8 Boa to the
the ad:-^aas or. the
orn.
`;are of fs.^�(=1ease print) . " L - f2x1--(2/-5
Ace ess .
•
Phone No.: 4;70
Corm, z, !) cr PC it
Fa-- lama t___: Latitude and z.ocg tde:.357'/&' /7 evr " (rem -^?wed . xisc
please attach a co;, of a. count'!" road. trap with location identified. - '
Terre of :e_ation (swine. laves, etc.) :
Desig_. cazacity '—ofzc) /041c F..^•LS 141"-d
Average size of operand.-.: (12 me nth Fect;iation avy ) - 60-1-00_ -
Average acreage ;,eyed for lend application of :taste (acres) : (a t
==aav====411=33.= t 2�3=[ - ==-4=i2i=======13a.s'il3 -R.3u i.2M=M=M=3333Mk3=i3USE
:'ec_. dcal Special -1st Ca=t4.- LcALt io=
As a tec: ticam? specia_list des_}..at ed by the North Carolina. Soil and gate
Conservation Coc•=iss_on pt`s.:a t to 15: NCAC 67 .O005, I meet'_=l t_`at the new- o:
exYa^= an final waste r. e,.ag e=ert syster as i=st=T =era _a= the fa= r.aae--. ahave
has an a i al waste aa=ag°..;.ent plan_ that meets the design. can struction,
ece_ac_e- and r...z=,.te_^..z_ce standards and specifications of the uiv_siaa of
Ma.:age.^..er-t a,e. the QSDA-Soil Conservation Service and/or the North
Carolina Soil and Water, Co,se-ve.t_on Ccr..._ss_c-_ pursuant to 15A NCAC 2E.027.7 and
-SA'?vC�C 57 .0001-.0005. The fol_cw_ng e? ere .ts and their co__esper*d;: C
C=it?=i -h2:Za-bZo re„•Zr4 =i e` by me or other designated technical specialists and
a e included in. the plan as applicable: minirz't_*2 separations ( L`z.ifets) . linens c.
equivalent. for. lagoons or waste storage ponds; waste sta=age Capacity; ale tat•a
s.:?^ti:_/ and 'It OE 1ar.= Lo; ,Waste utilization (Cr use c= third' parry) access
or ownership of p= pee waste application equipment; schedule far tiii :g of. -
a;PLitat:ots. a^r_i a i cr_ ra es, ioadi fates, twothe C - _C� and. the CaG d f discharge
of pollutants from sto 'ate. �.'hc f events less severe than t .e 25-'ye''', 24-ho
stC==.
Wa=a c_ _ate'--4-_I�,, /
r==i1ia c^: Irr�G iL C'7 c - �tr
Add=ess (iy-. l 4 IJ- 7 � / I ti F?.o e. No. ' 3h0d
===3=====�-.. >I i= ==========-=i=3=2-i3'3- =====a n=a= ==5333=Sf333 a=
�:
(:: e) L.'.: _a,.P
S::ac4a_is' (=Lease nr== 1113, . J 1VW41' P,A)5ad-k
sus=i
se=
,and the operatic: and r ai .ten^^a •ce procedures establisher_' in the
approved ani=al waste-?rag_ent pla:, for the fa_-= named above and will i.plemen t
t:'esa procedures. I (we) know- that any additional expansion to the existing
design, opacity of the waste treatment and storage system or ca strtxctior of new
faz-; • - .'s will require e. new certification to be sUh-titled to the Division of
E_viom-er_tas Management before the new.: z-_-als are stocked. I (we) also
understand that there must he no discharge cf animal waste f•=o= this system to
S;,,rface waters of the state either through a. tra__-made conveyance o_ through
. off fran a star= event less severe that the 2-ear, Z4-how= st.': =. The
appraved plan w=1i be filed a.` the Ear= e_ i at the of the local SciL and
Gate_ Cdr_ser .ratios. District.
cf ems- (= L ea�a
Sig -a== e
Na_---fia cf.
Date:
4f .--4 -c
c====�ert f_^.... cc.;__- (?lease g_=t) .
Signature: Cate:
ote: A change i-. Za: d c� :e i e notification new
-fir '- ownership � 5 I;CC C2. `.=0 � d= � �
(i- the arted Plan is changed: to he sU==itted to the D; _sin._ of
==return. _tan F=•-=5._^..___ wit- 60 days cf a title transfer.
,c.�-

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Operator:Earl Davis County: Duplin Date: 02/01/95
Distance to nearest residence (other
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
6400 head (finishing only)
O sows (farrow to wean)
O head (wean to feeder)
Describe other. :
than owner):
x
Y
x
x
x
1417 lbs.
522 lbs.
135 lbs.
433 lbs.
30 lbs.
>1500 feet
0 lbs
0 lbs
864000 lbs
0 lbs
= 0 lbs
0
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
864000 lbs
Volume = 864000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 864000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)----
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal
SS/END1 aS/END2 S^/SIDE1 SS/STDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
494.0 262.0
AREA OF BOTTOM
LENGTH * WIDTH =
422.0 190.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
458.0 226.0
formula
LENGTH
494.0
500.0
268.0
50.0
37.0
1.0
3.0 : 1
WIDTH DEPTH
262.0 12.0
129428 (AREA OF TOP)
80180 (AREA OF BOTTOM)
414032 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
129428.0 414032.0 80180.0 2.0

Total Designed Volume Available = 1247280 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
500.0 268.0 134000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 134000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces urine production in gal./day per 135 ib. ALW 1.37
Volume = 864000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 clays
Volume = 1578240 gals. or 210994.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
= 7.0 inches

Volume = 7.0 in * DA / 12 inches per foot
Volume = 78166.7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 83750.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 210995 cubic feet
5B. 0 cubic feet
5C. 78167 cubic feet
5D. 83750 cubic feet
TOTAL 372911 cubic feet
6. SUMMARY
Temporary storage period 180 days
Rainfall in excess of evaporation > 7..0.inches
25 year - 24 hour rainfall > 7.5 inches
Freeboard > 1.0 feet
Side slopes > 3.0 : 1
Inside top length > 500.0 feet
Inside top width > 268.0 feet
Top of dike elevation > 50.0 feet
Bottom of lagoon elevation > 37.0 feet
Total required volume > 1236911 cu. ft.
Actual design volumes > 1247280 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 42.0 feet
Stop pumping elev. > 45.9 feet *
Must be > or = to the SHWT elev. > 42.0 feet
Must be > or = to min. req. treatment el.=> 43.0 feet
Required minimum treatment volume > 864000 cu. ft.
Volume at stop pumping elevation > 867491 cu. ft.

Start pumping elev. 48.3 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1163530 cu. ft.
Volume at start pumping elevation > 1157788 cu. ft.
Required volume to be pumped > 289161 cu. ft. *
Actual volume planned to be pumped > 290296 cu. ft.
Min. thickness of soil liner when required==> 1.9 feet
•=7-1=;4t1.p
7. DESIGNED BY: APPROVED BY: gut , y, a `..,, , f`
DATE: / p1 DATE: u
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN 1.: `'i'?'
COMMENTS:
���/41.5

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.9 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIO1S.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cress section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted pith good material such as
SC, CL, or CH.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 130 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to 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 at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
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 recocnized 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 temporary storage pump -out of the lagoon when fluid level
reaches the elevation 48.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.9 . This temporary
storage, less 25 yr- 24 hr storm, contains 289161 cubic feet or
2162927 gallons.

SHEET 2 OF 2
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. Refer to the waste utilization plan for further details.
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.
S. 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. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
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.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
32.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
160.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED,

U. S. Department of Agricultu •
Soil Conservation Service
NC-EENG-34
September 1980
File Cade: 210
HAZARD CLASSIFICATION DATA SHEET FOR- Locrv'S
Landowner 6,eL 2Ay -County JPzi/i
Community or Group No.' Conservation.Plan No.
Estimated Depth of Water to Top of Dam i 1 Ft. Length of Flood Pool ,7i.A0 Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the paint of estimated minor effect
from sudden dam failure.
. Est..Elev. _Est. Elevation
. • '' Kind of :Improvements: of Breach
Reach: Length: Width: Slope: • Land Use : Improvements : Above :Floodwater Above
: Flood Plain: Flood Plain
Ft. : Ft. . % Ft. _ Ft.
I :
•
2
3
Describe potential for Ioss of life and damage to existing or probable future downstream
improvements from a sudden breach
/0 e>6 r1/7Td ,,2 L4'$3 'f &c ;Fd5
Hazard Classification of Dam t) b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III -3;) V)
Concurred By
(name
Date J— /-95
v-
E_ Date-r''7?f3
.(title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

SCS-ENG-538
Rev. 5-70
UG/nKY.ncNr Of. UrfL
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
NAME fir/ I:1x_•,r'S -PC r DISTRICT
FARMERS -
7- :;•c - 941 COUNTY vj,G i.-ot
DATE _
S. S. PHOTO SHEET NO. WORK UNIT
C.
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
'faLWOODLAND`' � ACRES TOTAL ACRES
POND CLASS
WORK UNIT CONSERVATIONIST
WHERE BORINGS WERE MADE (Approx. scale 1"= feet)
SKETCH OF PROPOSED POND SHOWING
Locate reference point 'n center line of dam and Identify on sketc i.
�
1
SHOW
DEPTH
Fttokr
(Continued
end
BORING NUMBER AND PROFILE
list dam -site and spillway borings first. then ponded area and borrow pit borings-s4.Ua,ata
on eori where necu..ary) Show wain fable K.Ktodons tort darn -tits byeirigs.
wltte awifctvi rota
line.
SCALE
1 I
3 I
4 1
2.
6
7
8
y I
10
11
12
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SIGNATURE & 'TITLE 41'PlAV
A6

TOTAL:
C 1J�i s
3- „rev .girl '
1�jlui ry vyi.l"i
5-701
LI1�,J �"xc 3 � ���"
34,'o .
PAD ac, )
1,4t, EXC = 310, 24* cY
FILL = PAD /4-, S17 Cy
DII<� / )11) CY
944-
+ 10% 4,./�94`
, 9,43ScY
. r'' • /
COMPUTATIONS DY:
! olir E Mb ARCA I-
PLAjJ, 1 g-rr' Jz
TYPICAL X—SECTION
SEE NOTE 3
SEE NOTE
NOTES:
1} ALL WEAK MATERIAL TO BE OVERCUT
AND BACKFILLED AND COMPACTED
THICKNESS OF LINER DEPENDS ON OVERALL
DEPTH. LINER FOR THIS LAGOON TO BE I, 7
2) DIKE BEHIND BLDGS TO BE MIN. 0.5'
IIICHER THAN OTHER PLANNEDELEV.,
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' WIDE CONTIN., 7' FROM REAR OF ULDCS;
SILL TO BLOCS BEFORE EQUIP MOVES OUT (WORK TO BE
COORDINATED W/ BLDG CON1 RACTORS).
TBM ELEV. 50,00'
NAIL IN: .et iC SotWf- -5'itC
SI E
Q..f fiEt-D
1.0,
CORE TRENCH
SEE SOIL SHEET
FOR DEPTH
COD 0
OTES
ot
s • r
&1r -k
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LAGOON
FREEBOARD -I- 25YR/24HR STORM
MAXIMUM LIO LEVEL
6 MOTH
MINIMUM LFOU LEVEL
PERMANENT '.1-..TORA(....;E