830014_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 unanswereri. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
I. Farm Number: 83-0014 Certificate Of Coverage Number:
2. Facility Name: L. Gibson
Landowner's Name (same as on the Waste Management Plan): .T G Gibson
4. Landowner's Mailing Address: PO Box 165
City: Gibson State: NC
Telephone Number: 843-265-4971 Ext. E-mail: !&[e-mail]
5. Facility's Physical Address: 17125 Tabernacle Rd
City: Gibson State: NC
6. County where Facility is located: Scotland
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, ):
10. Operator Name (OIC): Thomas G. Gibson
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 Tvpes:
Swrne
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Murphy -Brown LLC
Phone No.: 843-265-4971
Allowable Count
4,320
AWS830014
Zip: 28343
Zip: 28343
OIC #: 17635
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet oultm
Non Laying Pullet
Layers

Y �vJJ�
ROY COOPER
Govemar
MICHAEL $. REGAN
kcmtary
LINDA CULPEPPER
Direct"
NORTH CAROLINA
€nvlroamentat Quality
February 27, 2019
T G Gibson
T. G. Gibson
PO Box 165
Gibson, NC 28343
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 httns://deu.nc.iov/ bout/ ivisi ns/w i er-resourc shoat r tivalit�-reuiona -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 r er to assure ► ur c ntinued c ver under he St e Non -Discharge General Pe its, ► ou must submit an a �l cation for
ermit overa e to the Division. Encl sed ► ou will find a " R uest for Certificate f C ver e Facility Current]► overed b an
Ex irinp tate Non-Discharr e Ge eral Permit. The a�lication form must be L.G.m�lesi0e and returned ► ADril 3, 2019.
CAWNIP with the
Please note that ou must include one co of the Certed Animal Wast M na ement Pla
completed and signed a lication form. A list f items includ d i the CAWNIP an be found n e 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,
A ��' �
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fa,, etteville Regional Office, Water Quality Regional Operations Section
Scotland County Soil and Water Conservation District
AFOG Section Central Files - AW 830014
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13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
99,317.00
19.40
1
19.40
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this compieted+ and signed "application
as required by NC General Statutes 143-215.1OC(d) to the address below. i
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed b■ the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g., irrigation., injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
It. 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 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: . ,w- Title:
Signature: -az _ Date:
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) q 10-433-3306
EMERGENCY MANAGEMENT SERVICES (EMS) cl 10- 21G-1313
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 90-2-77-2`133
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) q10 -722-3165
COOPERATIVE EXTENSION SERVICE (CES) 9 10 -2i6-2422-
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a)
Add soil to berm to increase elevation of dam.
b)
Pump wastes to fields at an acceptable rate.
c)
Stop all flow to the lagoon immediately.
d)
Call a pumping contractor.
e)
Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a)
Immediately stop waste application.
b)
Create a temporary diversion to contain waste.
c)
Incorporate waste to reduce runoff.
d)
Evaluate and eliminate the reason(s) that cause the runoff.
e)
Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Close valves to eliminate further discharge.
d)
Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a)
Stop recycle pump.
b)
Stop irrigation pump.
c)
Make sure siphon occurs.
d)
Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a)
Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b)
If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.

c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
C. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: R0.ud Q 10 c Kwe I der
b. Contractors Address: 3(6 0 ree s Chgne -2d Lo-w-c l H-� 11� N C Z 5351
c . Contractors Phone: Q 16 a 1'l — 035-
Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: <e—vl I iaV" S
b. Phone: Q — 3/ 6
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.
=l JdJY
Uw-
pF�
9 "�

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor
(Liquid Systems)
Site Specific Practices
Flush Gutters Accumulation of solids (vfI'lush system is designed and operated
sufficiently to remove accumulated
s from gutters as designed.
(#Or Remove bridging of accumulated solids at
discharge
_ Lagoons and Pits Crusted Solids
Excessive Decaying vegetation
Vegetative Growth
Feeders Feed Spillage
Feed Storage Accumulation of feed
residues
(. +-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.
in vegetative control along banks of
lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
( Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
(hodean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
( '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
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC -- November 11, 1996
10

Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
(} Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) 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.
(Landowner 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
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
_ Farmstead Swine production ( hIVegetative or wooded buffers:
( &JAecommended best management
practices;
( ✓l600d judgment and common sense
Animal body Dirty manure (aDry floors
surfaces covered animals
Floor surfaces
Wet manure -covered
(OS lotted floors;
floors
( J4Waterers located over slotted floors;
( )Feeders at high end of solid floors;
( )Scrape manure buildup from floors;
(yUnderfloor ventilation for drying
Manure collection
Urine
(wirrquent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
( QUnderfloor ventilation
decomposition
Ventilation
Volatile gases
( an maintenance;
exhaust fans
Dust
( 10ficient air movement
Indoor surfaces
Dust
(&*)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
(.4Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled( )Flush tank covers
lagoon liquid while tanks
( 4Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
( nderfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled (bKxtend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations
Agitation during sump
( )Sump tank covers
tank filling and drawdown
Outside drain
Agitation during waste
(c*ox Covers
collection or
water conveyance
junction boxes
End of drain
Agitation during waste
( )Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(r 1P per lagoon liquid capacity
Biological mixing
( Wrrect lagoon startup procedures
Agitation
( )Minimum surface area -to -volume
ratio ( Voiinimum agitation when
pumping
( )Mechanical aeration
_
Proven biological additives
Irrigation sprinkler
High pressure agitation
(&1rr gate on dry days with little or no wind
nozzles
Wind draft
(64191inimurn recommended operation pressure
( viKump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC -- November 11, 1996
12

Storage tank or
Partial microbial
( )Bottom or midlevel loading
basin surface
decomposition Mixing while
( )Tank covers
filling Agitation when emptying(
)Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin
Partial microbial decom-
( )Extend drainpipe outlets underneath liquid
surface
position Mixing while filling
level
Agitation when emptying
( )Remove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
(.'Proper disposition of carcasses
Dead animal
Carcass decomposition
( )Complete covering of carcasses in burial pits
disposal pits
( )Proper location / construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack burners
Standing water
improper drainage
( o4arrn access road
around facilities
maintenance Microbial decomposition of away from
fsgfltlssmatter
Manure tracked
Poorly maintained access
( arm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge --Lagoon Treatment: E BAE 1 28-88NCSU-BAE
Swine Production Facility Manure Management: U nderfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
(Landowner Signature)
13

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
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 art 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
44/ w- sce C ,�- .S 3 - 2 --/
Signature of Technical Specialist Date

Department of AgricultureScotland County, North Carolina
Farm 2416
Tract 28
2019 Program Year
CLU
Acres
I HEL
Crop
1
14.23
1 NHEL
2
31.86
NHEL
3
48.96 I
UHEL
Noncro land
Page Cropland Total: 46.09 acres
scconch.ry c)04-ion
back u�f P Icon
Map Created October 25, 2018
Base Image Layer flown in 2016
Common Land Unit
Cropland
Non -Cropland
=Tract Boundary
Wetland Determination Identifiers
Restricted Use
® 'Limited Restrictions
Exempt from Conservation
Compliance Provisions
trend/or the NAIP imagery. The producer
weuan(t Identifiers do not represent the size, shape, or specific determination of the area. Refer to your original determination i(CPluf k and attached meal tes) for age Incurred
es RDSUR
f any ser'lons oeconce n this data outside FSA Programs.

t V I \l. ✓ I LJV V vv
C©N
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
T. G. Gibson Farm
T. G. Gibson, III
P.O. Box 165
Gibson, NC 28343
843-265-4971
05-12-2004
This plan has been developed by:
Dana L. Ashford
USDA-NRCS Laurinburg FO
231 East Cronly Street
Suite 400
Laurinburg, NC 28352-3820
910-277-2433
l
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
f 6 7 -,
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 B : J 5-f --900
PP Y � 4 � 41
Technical Specialist Signature Date
------------------------------------------------------------------------------------------------------- -------------------------------
498347 Database Version 3.1 Date Printed: 05-12-2004 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 4,004,640 gals/year by a 4,320
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
9224
Incorporated
15840
17445
Injected
Irrigated
10026
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
10,026
11642
-1,616
4,650,093
-645,453
- - - - - - - - -------------------------------------------------------------------------------------
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.
498347 Database Version 3.1 Date Printed: 05-12-2004 Source Page Page 1 of 1

Narrative
T.G. Gibson Farm WUP
Farm is a Feeder -Finish Swine operation with a capacity of 4320 animals.
The l'emporary storage capacity is 180 days.
The nitrogen removal per acre data was adjusted to meet the original WUP amounts,
from the WUP dated 6/8/1994.
---------------------------------------------------------------------------------------------------------------------------------------- ------------------
498347 Database Version 3.1 Date Printed: 05-12-2004 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
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
28
Pulll
4.75
4.75
10.0
Gilead
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
28
Pull2
4.70
4.70
10.0
Gilead
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
28
Pu113
1 6.00
6.00
10.0
lGilead
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
28
Pu114
3.20
3.20
20.0
Kenansville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
28
Pull5
5.14
5.14
10.0
IGilead
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
28
Pull6
5.00
5.00
10.0
Gilead
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
28
PUI17
4.70
4.70
10.0 lGilead
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
PLAN TOTALS: 33.49 33.49
Li
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
Nutrient Management (590) should be planned.
>= 2 &
Moderate potential to contribute to
<= 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
498347 Database Version 3.1 Date Printed 5/12/2004
NOTE: Symbol * means user entered data.
PCS Page Page 1 of 1

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
Year 1
Nitrogen
Comm.
Res.
Manure
Liquid
Solid
Liquid
Solid
PA
Fert.
(lbs/A)
PA
ManureA
Manure
Manure
Manure
Nutrient
Nutrient
NutrientA
pplied
Applied
Applied
Applied
Req'd
Applied
pplied
(acre)
(acre)
(Field)
(Field)
(lbs/A)
(lbs/A)
(lbs/A)
Source
Total
Use.
APPIic.
Applic.
1000
Tract
Field
ID
Soil Series
Acres
Acres
Crop
RYE
Period
N
N
N
Method
N
gal/A
Tons
1000 gals
tons
28
PURI.
S7
Gilead
4.75
4.75
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
brig.
50
19.97
0.00
94.87
0.00
28
Pull l
S7
Gilead
4.75
4.75
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*300
0
0
Irrig.
300
119.83
0.00
569.20
0.00
28
Pull2
S7
Gilead
4.70
4.70
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
93.87
0.00
28
Pull2
S7
Gilead
4.70
4.70
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9130
*300
0
0
Irrig.
300
119.83
0.00
563.21
0.00
28
PuI13
S7
Gilead
6.00
6.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
119.83
0.00
28
Pu113
S7
Gilead
6.00
6.00
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*300
0
0
Irrig.
300
119.83
0.0
718.99
0.00
28
Pull4
S7
Kenansville
3.20
3.20
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
63.91
0.00
28
Pull4
S7
Kenansville
3.20.
3.201Hybrid
Bermudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
275
109.85
0.00
351.51
0.00
28
Pull5
S7
Gilead
5.14
5.14
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
102.66
0.00
28
Pull5
S7
Gilead
5.14
5.14
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*300
0
0
brig.
300
119.83
0.00
615.94
0.00
28
Pul16
S7
Gilead
5.00
5.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
99.86
0.00
28
Pu116
S7
Gilead
5.00
5.00
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*300
0
0
Irrig.
300
119.83
0.00
599.16
0.00
28
Pull7
S7
Gilead
4.70
4.70
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
93.87
0.00
28
Pull7
S7
Gilead
4.70
4.70
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*300
0
0
Irrig.
300
119.83
0.00
563.21
0.00
498347 Database Version 3.1 Date Printed: 5/12/2004 WUT Page Page 1 of

Waste Utilization Table
War 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
APPIic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N.
N
N
N
1000
gal/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
4,650.09
Total Produced, 1000 gallons
4,004.64
Balance, 1000 gallons
-645.45
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
498347 Database Version 3.1 Date Printed: 5/12/2004 WUT 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
(inches/hour)
Application Amount
(inches)
28
Pull
Gilead
0.35
1.0
28
Pull2
Gilead
0.35
1.0
28
Pull3
Gilead
0.35
1.0
28
Pull4
Kenansville
0.60
1.0
28
Pu115
Gilead
0.35
1.0
28
Pull6
Gilead
0.35
1.0
28
Pull7
Gilead
0.35
1.0
498347 Database Version 3.1 Date Printed 5/12/2004 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
Maximum
Maximum Sludge
I
Crop
PA-N Rate
Application Rate Minimum Acres Minimum Acres
Minimum Acres
lb/ac
1000 gal/ac 5 Years Accumulation 1 10 Years Accumulation
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16 54.16 108.31
162.47
Hay 6 ton R.Y.E.
300
26.32
27.08
54.16
81.24
Soybean 40 bu
160
14.04
50.77
101.55
152.32
----- -------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------
498347 Database Version 3.1 Date Printed: 05-12-2004 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 Waste Storage CaRacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
64
1
2
48
1
3
138
1
4
144
1
5
149
1
6
155
1
7
160
1
8
165
1
9
180
1
10
161
1
11
143
1
12
118
* Available Storage Capacity is calculated as of the end of each month.
---------------------------------------------------------------------------------------------------------------------------------------------------------------
498347 Database Version 3.1 Date Printed: 05-12-2004 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.
---------------------------------------------------------------------------------------------------------------------------------------------------------
498347 Database Version 3.1 Date Printed: 5/12/2004 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 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.
--------------------------------------------------------------------------------------------------------------------
498347 Database Version 3.1 Date Printed: 5/12/2004 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.
----------------------------
498347 Database Version 3.1
-----------------------------------------------------------_--------
Date Printed: 5/12/2004 Specification Page 3

Crop Notes
The following crop note applies to field(s): Pull1, Pu112, Pu113, Pu115, Pu116, Pu117
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 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 1001b/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
Ib/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): Pu114
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 1001b/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.
------------------------------------------------------------------------------------ ---------------
498347 Database Version 3.1 Date Printed: 05-12-2004 CropNote Page Page 1 of 2

The following crop note applies to field(s): Pulll, Pull2, Pull3, Pull5, Pu116, Pull?
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): Pull4
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.
-------------- ----------------------------------------- ---------------------
498347 Database Version 3.1 Date Printed: 05-12-2004 Crop Note Page Page 2 of 2

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Department of Agriculture Scotland County, North Carolina
[ir�
Farm 2416
Tract 28
2019 Program Year
CLU
Acres
I HEL
Crop
1
14.23
NHEL
2
31.86
NHEL
3
48.96
Noncro land
Page Cropland Total: 46.09 acres
N e W
Jpdc4ed .Map
Map Created October 25, 2018
Base Image Layer flown in 2016
Common Land Unit
Cropland
Non -Cropland
Tract Boundary
Wetland Determination Identifiers
Restricted Use
p 'Limited Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal surveyor reflect actual ownershi • rather a depicts the Informatlon provided direct) from the raducerand/or the NAIP Imagery. noommooLi
accepts the data'as Wand assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damn prage Incurred e l result of any user's reliance on this data outside Thproducer
e
Programs.
Wetland identifiers do not represent the size, shape, or speclic determination of the area. Refer to your original determination (CPA-026 and attached maps) for exact boundaries and determinations or contact NRCS.

Norm uaroilina Revised Universal Soil Loss Equation Worksheet
July 2001
Owner/Operator:
County-
C
Tract:
Date:
A,
R Factor:
Assisted By:
Field
Map
Unit
Kf
K
Adjusted
Slope
C
El
Cover Cd
Ridge Ht.
Hydro.
Table 12
Row
R %
Contour
Terrace
Strips
Strips
P
Soil
%
L
LS
Table 10
Table 11
Group
Value
Grade
Ratio
Table 13
Factor
Loss
Existing
Ptbposed
'Field
Map
Unit
Kf
K
Adjusted
Slope
C
El
Cover Cd.
Ridge Ht.
Hydro.
Table 12
Row
R G/Slope %
11
Strips
P
Soil
Existing
ne.
L
LS
Table 10
Table11
Group
Value
Grade
Ratio
Table 13
Table 14
Factor
Loss
F�l
Proposed
Field
Map
Unit
!<f
K
lifix1j''
Slope
c
El
Cover Cd.
Ridge Ht.
Hydro.
Table 12
Row
R G/Slope %
Soil
Contour
Terrace
Strips
P
%
Existing
L
LS
Table 10
Table 11
Group
Value
Grade
Ratio
Table 13
Table 14
Factor
Loss
Proposed
%Field
Map
Unit
Kf
K
Adjusted
Slope
C
El
Cover
Cover Cd.
Ridge HtL.Hydro].Table
12
Row
R G/Slope %
Contour
Terrace
Strips
P
Soil
Existing
LS
... .......
e10
0]
Table 11
Group
Value
Grade
Ratio
Table 13 Table 141
Factor
Loss
.4
Proposed
Fl
map
Unit I
Kf
K
lAdjusted
Slope
c
El
Cover Cd.
Ridge Ht.
Hydro.
Table 12
Row
R G/Slope %
Contour
Terrace
Soil
Strips
PJ
L
��
LS
Table 10
Table ble 11
Group
Value
Grade
Ratio
Factor
Loss
Existing
I "7
r-.,
Propose
Field
ma
Unit
It
K f
Adjusted
Slope
El
Cover Cd.
Ridge Ht.
Hydro.'
Table _q2
11311!3 1 :)pe %
Soil
Contour
Terrace
Strips
P
L
Table 10
Table 11
Group
Value
Grade
Ratio
—
Table 13
Table 141
Factor
Loss
r(
Proposed
Field
Map
1111, 11
Unit I
Kf
K
� It! e I ll 11
Adjusted
Slope
C
El
Cover Cd.
Ridge Ht.
Hydro.
Table 12
Row
fRG/Slope %
Contour
--Soil
Terrace
Strips
P
�0/�
LIr
�s
LS
Table 10
Table 111
Value
Grade
Ratio
Table1
13
Table 14
F actor
Loss
Existing
Proposed

North Carolina
Revised Universal Soil
Loss Equation Worksheet
July, 2001
Owner/Operator:
Tract:
Date:
County:
R Factor:
Assisted
By:
j.eielb
Map
Unit
Kf
K
Slope
C
El
Cover Cd.
Ridge Ht.
Hydro.
Table 12
Row
R G/Slope %
Contour
Terrace
Strips
P
Soil
Adjusted
%
I L
LS
Table 10
Table ll
Group
Value
Grade
Ratio
Table 13
Table 14
Factor
Loss
Existing
' %
+�1
!i t;,
``•�,
r
/�.�j
Proposed
Field
C
Map
Unit
Kf
K
Slope
C
El
Cover Cd.
Ridge Ht.
Hydro.
Table 12
Row
R G/Slope %
Contour
Terrace
Strips
P
Soil
Adjusted
%
L
LS
Table 10
Table 11
Group
I Value
Grade
Ratio
Table 13
Table 14
Factor
Loss
Existing
Proposed
Field
Map
Kf
K
Slope
C
El
Cover Cd.
Ridge Ht.
Hydro.
Table 12
Row
R G/Slope %
Contour
Terrace
Strips
P
Soil
Unit
Adjusted
%
L
LS
Table 10
Table 11
Group
Value
Grade
Ratio
Table 13
Table 14
Factor
Loss
Existing
Proposed
Field
Map
Unit
Kf
K
Slope
C
El
Cover Cd.
Ridge Ht.
Hydro.
Table 12
Row
R G/Slope %
Contour
Terrace
Strips
P
Soil
Adjusted
%
L
LS
Table 10
Table 11
Group
Value
Grade
Ratio
Table 13
Table 14
Factor
Loss
Existing
iii
Proposed
Field
Map
Unit
Kf
K
Slope
C
El
Cover Cd.
Ridge Ht.
Hydro.
Table 12
Row
R G/Slope %
Contour
ace:Factor
Strips
P
Soil
Adjusted
%
L
LS
Table 10
Table 11
Group
Value
Grade
Ratio
Table 13 14
ETable
Loss
Existing
Proposed
Field
Map
Kf
K
Slope
C
El
Cover Cd.
Ridge Ht.
Hydro.
Table 12
Row
R G/Slope %
Contour
Terrace
Strips
P
Soil
Unit
Adjusted
%
L
LS
Table 10
Table 11
Group
Value
Grade
Ratio
Table 13
Table 14
Factor
Loss
Existing
Proposed
Field
Map
Kf�ted
Slope
C
EI
Cover Cd.
Ridge Ht.
Hydro.
Table 12
Row
R G/Slope %
Contour
Terrace
Strips
P
SoilUnit
%
L
LS
Table 10
Table 11
Group
Value
Grade
Ratio
Table 13
Table 14
Factor
Loss
Existing
ProposedEl

Operator: T.G. Gibson County:
Scotland
D _. :: 07/20/94 CU l�
Distance to nearest residence (other than owner):
1200.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417 lbs.
= 0 lbs
0 sows (farrow to feeder)
x
522 lbs.
= 0 lbs
4320 head (finishing only)
x
135 lbs.
= 583200 lbs
0 sows (farrow to wean)
x
433 lbs.
= 0 lbs
0 head (wean to feeder)
x
30 lbs.
= 0 lbs
Describe other:-- _
0
Total Average Live Weight =
583200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 583200 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/lb. ALW
Volume = 583200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
it
Volume = 0.0 cubic feet 0©ee9,�friL aZRLckbY /i% v61-4ret 00= .+�bar=
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---- 315.0
Inside top width (feet)----- - 315.0
Top of dike elevation (feet)------------ 37.2
Bottom of lagoon elevation (feet) 25.2 .
Freeboard (feet)--- - 1.0
Side slopes (inside lagoon)----------------- 3.0 :1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 309.0 309.0 11.0
AREA OF TOP
LENGTH * WIDTH =
309.0 309.0
AREA OF BOTTOM
LENGTH * WIDTH =
243.0 243.0
95481 (AREA OF TOP)
59049 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
276.0 276.0 304704 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4-AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
95481.0 304704.0 59049.0 1.8
Total Designed Volume Available = 841929 CU. FT.

4,
5. TEMPORARY STORAGE K-1UIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length "' Width =
315.0 315.0 99225.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 99225.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 583200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1065312 gals. or 142421.4 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
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA 112 inches per foot
Volume = 57881.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 57881.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 142421 cubic feet
58. 0 cubic feet
5C. 57881 cubic feet
5D. 57881 cubic feet
TOTAL 258184 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall__________________> 7.0 inches
Freeboard___________________________________> 1.0 feet
Side slopes_________________________________> 3.0 : 1
Inside top length___________________________> 315.0 feet
Inside top width_______________======--_____> 315.0 feet
Top of dike elevation______________ ________> 37.2 feet
Bottom of lagoon elevation__________________> 25.2 feet
Total required volume_______________________> 841384 cu. ft.
Actual design volume________________________> 841929 cu. ft.
Seasonal high watertable elevation (SHWT)===> 7-9;7e 0 feet
Stop pumping elev.__________________________> 33.34`33.3 feet * 6 K
Must be > or = to the SHWT elev.====______> Zq; 26-8-feet
Must be > or = to min. req. treatment el.=> 31.2 feet
Required minimum treatment volume=====______> 583200 cu. ft.
Volume at stop pumping elevation=====_______> 582035 cu. ft.
Start pumping elev._________________________> 36'58 35.6 feet 4K
Must be at bottom of freeboard & 25 yr. rainfall -
Actual volume less 25 yr.- 24 hr. rainfall==> 784048 cu. ft.
Volume at start pumping elevation=====______> 783441 cu. ft.
Required volume to be pumped________________> 200303 cu. ft.
Actual volume planned to be pumped=====_____> 201406 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: , ," /
y0 �f�G%� `APPROVED BY: jCs
DATE: a -- f DATE: 712-F, /5 j
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: !]ro✓� i r S �j �G '�O /�lI'lid la. s
7�c r fz�t Z;®r//

r'"-- r—S
OPERATIC. AND MAINTENANCE PLAN t HEET 1 OF 2
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 180 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 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 temporary storage pump -out of the lagoon when fluid level reaches the
elevation 35.6 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 33.3 . This temporary �{
storage, less 25 yr- 24 hr storm, contains 200303 cubic feet or
1498264 gallons.

,HEET 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.
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. 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.

_ET 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 1.8 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 LIN
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPOR"
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
CONSIDERATIONS.
f Gl / f `P i+• w�e!-G 4• W G
O ;A n 1

SPI' ET 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 cross 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 the 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 with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
180.0 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
0.0 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./A-CRE
SEEDING DATES: JANUARY 1 TO MARCH 30
120.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300.0 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.

�QGWOOD FARMS..
.
Clinton- North Carolina
Form 1419
Name:
Pad & Dike A
DIKE
Dike Elev.
6
sq. ft.
Area of Dike
Number of Elev. Shots
Sum of Elev. Shots
Average Ground Elev.
ft.
Depth of Fill
Cubic Feet of Fill
76
cu. ft.
Cubic Yards of Fill
cu. yds.
1.4 to I Ratio Added
ME
Area of Pad 0 X
sq. ft.
Pad Elev.
Average Ground Elev.
Depth of Fill
Sum of Elev. Shots
Number of Elev. Shots
Cubic Feet of Fill
cu. ft.
cu. yds.
Cubic Yards of Fill
1.4 to I Ratio
1
cu. yds.
Total Fill (excluding Clay Liner)
cu. yds.

DOGWOOD FARMS. INC
Clinton_. North Carolina
Fomi 1420
Name: rC'. (/ko, , _AleSr ek --
Lagoon #
No. of Shots (Elev.)
ICa
Sum of Shots (Elev.)
Ste
Average Ground Elev
Top of Dike
Bottom of Lagoon
ft•
SHWT _
Length of Top
ft•
Width of Top
Area of Top at Elev. .3 7, 1.
q
99�ass ft.
Area at Average Ground Elev. 3,
sq. ft.
Area of Mid -Section at Elev. DA a _T (Center of Cut)
r- rA,
sqft.
Area of Bottom of Elev. a � ; ti �2 q 3 ' .1 a g3l
sq. ft.
Depth of Cut
7 ft.
Dirt Removed (Cubic Feet)
��� cu. ft.
'90 , 9 y cu. yds.
Total Excavation (Cubic Yards) _
Under -cut ' - " Thick on Bottom &Slopes
Bottom of Lagoon (_ ' x ') x (
cu. ft.
Side Slopes - East & West x _ Slopes
cu. ft.
Side Slopes - North & South x ' x _ Slopes
cu. ft.
Excavation (Cubic Feet)
cu. ft.
Total (Cubic Yards) w r.
cu. yds.
Total Excavation (Lagoon & Under -cut)
NOTE: Clay Liner will be figured extra: Total Clay
cu. yds.
cu. yds.
Z1.1
C*�C��ayner will have to be figured at time of excavation due to availability of clay on site.<

Confinment Building
01
Pit
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width
,-" Pipe (Needs to be adequately
supported)
Bottom Blevation
/Vo�e A A Jes e 4 er w iw woc t7rr
cc, ;s
'
at �j�`aI�
crr�t
ie
sei,' A a r s� SCE
i tier LI yd Ode 7tti G AL/ k /� t
ct PC
C e,,L
Settled Top Elevation
OUTLET PIPE HLEV.
i; SS L SS
TREATMENT
I LAGOON 1 I
Depth =d .i
i
dtveKY"
e4y
SS AT r
Cl�� 1'her- m 4 7-v 6,e, A6;-ae6hwl-
er �. a A � e X �i1'
4