310348_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 Nori-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, Fann Number: 31-0348 Certificate Of Coverage Number: AWS3I0348
2. Facility Name: Little Brook Hog Farm
3. Landowner's Name (same as on the Waste Management Plan): Stanley R James
4. Landowner's Mailing Address: 5489 5 NC 50
City: Wallace State: NC Zip. 28466
Telephone Number: 910-285-4773 Ext. E-mail:
5. Facility's Physical Address: 431 James Rd
City: Wallace State: NC
6. County where Facility is located: Dup]in
7. Farm Manager's Name (if different from Landowner):
g, 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 (OJC): ,, 1Q4 -rahef Phone No.:
�8s-
11. Lessee's Name (if there is not a Lessee, write "None"): 1.4mr\t
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 2,448
Operation Types:
Swine Cattle Dry Poultry
Wean to Finish Dairy Calf Non Laying Chickens
Wean to Feeder Dairy Heifer Laying Chickens
Farrow to Finish Milk Cow Pullets
Feeder to Finish Dry Cow Turkeys
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
Zip: 28466
OIC#:I?an
Other Types
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other

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
s/16/11i I
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
<403
Estimated Design Freeboard
Surface Area "Redline"
(Square Feet) (Inches)
�s sad
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), sinned by the owner and a certified technical specialist containing.
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g, The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, 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: 20I9PermitRenewal(a)ncdenr.gov

i attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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 I43-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation ( 18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000, or imprisonment of not more than 5 years, or both for
a similar offense,)
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):
m Nae: 5 rAIV L �/ R. r7 MFS Title:
Signature: / 4Z 2-r�-u—� Date: 3 -.98"1 °1
Name: Title:
Signature: Date:
Name: Title:
Signature: 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: {919) 707-9100
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

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
n
n
n
n
n
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 an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm ner/Manager Date
/5M ,./C1--
a -
Signature of Technical Specialist Date

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters • Accumulation of solids
Lagoons and pits • Crusted solids
X
Liquid Systems
Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
Remove bridging of accumulated solids at
discharge
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 to
8 inches over more than 30 percent of surface
Excessive vegetative • Decaying vegetation
growth
X
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.
Dry Systems
Feeders • Feed spillage
AMIC —November 11, 1996, page 1
Design, operate, and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage
Clean up spillage on a routine basis (e.g., 7- to
10-day interval during summer; 15- to 30-day
interval during winter)

Insect Control Checklist for Animal Operations
Source
Feed storage
Cause
• Accumulations of feed residues
Animal holding areas • Accumulations of animal wastes
and feed wastage
Dry manure handling • Accumulations of animal wastes
systems
X
X
X
X
BMPs to Control Insects Site Specific Practices
Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by ensuring drainage is 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
Eliminate low areas that trap moisture along
fences 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)
Remove spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day
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
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC — November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
F arm stead
Cause
• Swine production
X
X
BMPs to Minimize Odor
Vegetative or wooded buffers
Recommended best management practices
Good judgment and common sense
Site Specific Practices
Animal body surfaces • Dirty manure -covered animals
Floor surfaces
Manure collection pits
Ventilation exhaust
fans
Indoor surfaces
Flush tanks
• Wet manure -covered floors
• Urine
• Partial microbial decomposition
• Volatile gases
• Dust
• Dust
• Agitation of recycled lagoon
liquid while tanks are filling
X ]
X
X,
IXI
X
X
Dry floors
Slotted floors
Waterers located over slotted floors
Feeders at high end of solid floors
Scrape manure buildup from floors
Underfloor ventilation for drying
Frequent manure removal by flush, pit recharge,
or scrape
Underfloor ventilation
Fan maintenance
Efficient air movement
Washdown between groups of animals
Feed additives
Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tank covers
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater
conveyance
AMOC —November 11, 1996, page 1
Underfloor flush with underfloor ventilation

Swine Farm Waste Management Odor Control Checklist
Source
Pit recharge points
Lift stations
Outside drain
collection or junction
boxes
End of drainpipes at
lagoon
Lagoon surfaces
Irrigation sprinkler
nozzles
Cause
• Agitation of recycled lagoon
liquid while pits are filling
• Agitation during sump tank
filling and drawdown
• Agitation during wastewater
conveyance
l
BMPs to Minimize Odor
Extend recharge lines to near bottom of pits with
anti -siphon vents
Sump tank covers
Box covers
Site Specific Practices
• Agitation during wastewater
conveyance
• Volatile gas emissions
• Biological mixing
• Agitation
• High pressure agitation
• Wind drift
X
X
X
I
X
X
Extend discharge point of pipes underneath
lagoon liquid level
Proper lagoon liquid capacity
Correct lagoon startup procedures
Minimum surface area -to -volume ratio
Minimum agitation when pumping
Mechanical aeration
Proven biological additives
Irrigate on dry days with little or no wind
Minimum recommended operating pressure
Pump intake near lagoon liquid surface
Pump from second -stage lagoon
Storage tank or basin
surface
• Partial microbial decomposition
• Mixing while filling
• Agitation when emptying
AMOC —November 11, 1996, page 2
Bottom or midlevel loading
Tank covers
Basin surface mats of solids
Proven biological additives or oxidants

Swine Farm Waste Management Odor Control Checklist
Source
Settling basin surface
Manure, slurry, or
sludge spreader outlets
Uncovered manure,
slurry, or sludge on
field surfaces
Dead animals
Dead animal disposal
pits
Cause
• Partial microbial decomposition
• Mixing while filling
• Agitation when emptying
• Agitation when spreading
• Volatile gas emissions
• Volatile gas emissions while
drying
• Carcass decomposition
• Carcass decomposition
BMPs to Minimize Odor
Extend drainpipe outlets underneath liquid level
Remove settled solids regularly
Soil injection of slurry/sludges
Wash residual manure from spreader after use
Proven biological additives or oxidants
Soil injection of slurry/sludges
1-1
Soil incorporation within 48 hours
I I Spread in thin uniform layers for rapid drying
11
X j Proper disposition of carcasses
n
Proven biological additives or oxidants
Complete covering of carcasses in burial pits
Proper location/construction of disposal pits
Site Specific Practices
Incinerators
Standing water around
facilities
Manure tracked onto
public roads from farm
access
• Incomplete combustion
• Improper drainage
• Microbial decomposition of
organic matter
• Poorly maintained access roads
Secondary stack burners
Grade and landscape such that water drains away
from facilities
Farm access road maintenance
AMOC — November 11, 1996, page 3

Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-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 11, 1996, page 4
Available From:
NCSU, County Extension Center
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU--- BAE
NCSU— BAE
NCSU— Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (MRCS)
COOPERATIVE EXTENSION SERVICE (CES)
[phone]
[phone]
[phone]
[phone]
[phone]
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.
(I) 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 HI 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,
12 5 2007

2. 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 SVVCD 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: Murphy Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c , Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
7. Implement procedures as advised by OWQ 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.
l2ti,uli-

bviim4j
Nutrient Management Plan For Animal Waste Utilization 45i/ 0
11-12-2004
This plan has been prepared for:
Little Brook Hog Farm
Stanley R. James
5489 S. NC 50
Wallace, NC 28466
910-285-4773
This plan has been developed by:
Billy W. Houston
Duplin Soil & Water
PO Box 219
Kenansville, NC 28349
910-296-2120
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.
Signature (owner)
Signature (manager or producer)
it' 0-6(.l
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: a .-W
Technid Specialist Signature late
783209 Database Version 3.1 Dare Printed: 11-12-2004 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 2,224,800 gals/year by a 2,400
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
5124
Incorporated
8800
Injected
9691
Irrigated
5570
Max. Avail.
PAN (Ibs) *
Actual PAN
Applied (Ibs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
5,570
12306
-6,736
4,915,334
-2,690,534
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.
783209 Database Version 3.1 Date Printed: 11-12-2004 Source Page Page I of I

Narrative
The Pivot acres(12.71Ac) are from an irrigation design by Mainor Tile and Irrigation. The fields labeled
(AW) are pulls that may be made using AN AIRWAY SYSTEM OWNED BY MR. JAMES.
783209 Database Version 3.1 Date Printed: 11-12-2004 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
7781
airway 4
10.00
10.00
NIA
Autryville
Small Grain Overseed
I .0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7784
airway 1
10.10
10.16
N,A
Autrvti ills
Small Grain Overseed
1 .0 Mons
Hybrid Bermudagrass Hay
5.5 Tons
7784
airway 2
5.20
5.20
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bemiudagrass Hay
5.5 Tons
7784
airway 3
1.24
1.24
NA
Woodinzk,n
Fescue Pasture
4.0 Tons
` 7784
pivit 1
12.71
12.7!
N'.\
Autryville
Small Grain Overseed
1:4 Tons
Hybrid Bermudagrass Hay
5.5 Tons
PLAN TOTALS:
39.31
39.31
LI
_ Potential Leaching
Technical Guidance
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>--2 &
<— 10
Moderate potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching belo.v the root zone.
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).
783209
Database Version 3.1 Date Printed 1 I '12,2004
PCS Page Page 1 of I
NOTE: Symbol * means user entered data.

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
Tract
Field
Source
11)
Soil Series
"total
Acres
Use.
Acres
7
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
C"oinm.
Fen-
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplicd
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(field}
N
N
N
N
I00(t
galfA
Tons
1000 gals
tuns
7781
airway 4
S7
Autryvillc
10.00
10.00
Srnalt Grain Overseed
1 0 Tons
10lt-3/31
50
0
0
Imig
50
19.97
0.00
199.72
0.00
778!
airway 4
S7
Autryville
10.00
10.00
1lyhrid licrmudagrass Itay
5.5 Tons
*3/!-10131
269
0
0
Irrig.
269
107.45
0.00
1,074.50
0.00
7784
airway I
S7
Aulryvillc
10.16
10.16
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
o_1X)
202.92
0.00
7784
airway 1
S7
Autryville
10.16
10.16
11ybrid ltcrmudagrass Iiay
5.5 Tons
*3/1-10/31
269
0
0
brig-
269
107.45
0.00
1,091.69
0.00
77R4
airway 2
S7
Autryvillc
5.20
5.20
Srnall Grain Overseen
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
103.86
0.00
7784
airway 2
S7
Autryville
5.20
5.20
Hybrid t3cnitudagrass Flay
5.5 Tons
*3/1-10/31
269
0
0
Irrig.
269
107.45
0.00
558 74
0.00
7784
airway 3
S7
Woudington
1.24
1.24
Fescue !'assure
4.0 Tons
8/1-7/31
130
0
0
Irrig.
130
51.93
0.00
64.39
0.00
7784
pivit 1
S7
Aulryvillc
12.71
12.71
Small Crain Overseer)
1.0 Tons
10/1-3/31
50
0
0
ln•ig.
50
19.97
0_90
253 85
0 Uii
7784
pivit 1
S7
Autryville
12.71
12.71
1lybrid [ermudagrass I lay
5.5 Tons
*3/1-10/31
269
0
0
Irrig.
26r)
107.45
0.00
1,365.69
0 00
lutal A plied, 1000) gallons
4,915.33
Total Produced, 1000 gallons
2,224 80
Balance, 1000 gallons
-2,090.53
.
Total Applied, Ions
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.
783209 Database Version 3.1
Date Printed: 11/12/2004
W Ui' Page Page 1 of 1

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
7781
7784
7784
7784
7784
airway 4
airway 1
airway 2
airway 3
pivit I
Autryville
Autryville
Autryville
Woodington
Autryville
Application Rate
(inches/hour)
0.60
0.60
0.40
0.60
Application Amount
(inches)
1.0
1.0
1.0
783209 Database Version 3.1 Date Printed 11/12/2004 IAF Page Page 1 of 1
NOTE: SymbolI' means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
Ib/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Minimum Acres
15 Years Accumulation
Corn 120 bu
Hay 6 on R.Y.E.
Soybean 40 bu
150
300
160
13.16
26.32
14.04
30 39
15.04
28.21
60.17
30.09
56 41
90.26
45.13
84.62
783209 Database Version 3.1 Date Printed; 11-12-2004 Sludge Page Page I 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. lithe 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 Capacit
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
I
1
111
1
2
105
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
11
172
1
12
161
* Available Storage Capacity is calculated as of the end of each month.
783209 Database Version 3.1 Date Printed: 11-12-2004 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 Iess 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 pending should occur in order
to control odor and flies.
783209 Database Version 3.1 Date Primed: 11/12/2004 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.
783209 Database Version 3.1 Date Printed: 11/12/2004 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 he disposed of in a manner that meets North Carolina
regulations.
783209 Database Version 3.1 Date Printed: 11/12/2004 Specification Page 3

Crop Notes
The following crop note applies to teld(s): airway 1. airway 2. airway 4, pivit 1
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 bulac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bulac. 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): airway 3
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to 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 lb/ac., for drilled use 15 to 20 lb/ae. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and
potassium recommendations. Apply 40 to 60 lb/ac 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.
783209 Database Version 3.1 Date Printed: 11-12-2004 Crop Note Page Page 1 of 2

The following crop note applies to field(s): airway 1, airway 2. airway 4, pivit 1
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 1-1 112 bushels/acre. Plant all these small grains at 1-1 112" 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.
783209 Database Version 3.1 Date Printed; 11-12-2004 Crop Note Page Page 2 of 2

Q
c
0
.-,
ru i L.M.IAC R-2 _.. R-1
0
t. f—
t.
i 0.00
(
...,
16
-
. I _
LENOrti 0-HANG END GUN - GPM
1,1
3476 30 ; 170 T- -4. 'ia - - - - - 73.-32. - - -0-1 i - - . ! - -10 03 1' ---74 - - - 7-f 2--.0- II-1 - - - - -
-- -
. -
i I - --;--- 0
. . _
... .i..,...., :..t.i:0,
i ._0 0.00 0.1?0 I 0 3'). J.•DC/1
.4. — o 0.00 illiDri.:0!
S01‘,00!
0 3C I_
.-.._ ._._ i . .r:
0
0 0.00
0.00 SDIV;01 . 0 00 I 0.001 0.00 i
401V401 000 1 0 . oa-T, 0.00
-+ 0 1_ 0.00 #D1V/01 0.00
I_... 1 0 o-fir &co:
1 .. ____......„.__
i
b--_(-)0,
0 0,00 #0111101
__
0.001 0.001
i1 0 0.00 NO11110!
fEl
7.)
J
0
-
ARC
ttj
70
s 34 _4
p ARC EG ARC RI r-EGR OLIPiTIO PEC RATE ACRE. S Eta' AC 1 OT.P.L AC i
0.00 00C11.40i 0 00
1 I_ u 0,00 POIV/0 I 0.00
0.00 1 *OW/01 0.00
0.00 crwol 0.00
tom, o.00
.
, . ee.......--.41,......\ 1
• i 1.--- -1-
[
i s t C 12 V i )
r_ t__ 23527
0.
.
1 tc; 4
L-1- ._
t ----; - 1
L. ._
- -- 1
04_ 1 ; ;-• ,
I
t tz
__ ,
. vai 4
i 1
---92,°9 ink_ C ii i 01'1' -"ICAO C1.4',Iru,c"--9--- -.1.-- i r ! P.)
r-.
.....: CI
0.00 0.00
0.00 0.001 a.
r • ,.=
0 OW 0 00 ti
0.00 GO
_
- 0.001_1 0.00
- -1--
0.001 12.01 'TOTAL A.CP0
-,
b

+�+et Name :
Dealer Name
Serial No. of 8 No.
Last Tower Tire Size :
Last Tower Motor Speed : 43.0 f-?PM
Feet per Minute C, j 100% , 9.10 fpm
Fiawrate : 300 gutn
Pjv!7t Pr esai Ifki 40 psi
Leg* to Last Tower : 339 {t
Total System Length : 373 fT
Ran11ri of End Gtrr r . 132 ff
Total Lengtt; w/Enclgin: 504.3 fi
Date: 04/06/04
- • r ., 1-�r��a HuN CHART
Sta:liey James jr'� ?C),�� !MAIN PANEL CI tC17.. GRI: - sN7171 ' t
ai;!er Tile & trrigation APPLICA t/ON TIME s= d t�AN�� f iI;tCLE
,1NChi[ g (PERCENT) , 1 APPL?CATION T1tr:Ir1 TIME
(PERCENT) (HOURS) (!N%I-i1=S1 (PERCENT) (HOli`:i)
12.80
11.74
10.83
10.08
9.;19
8.80
8.28
7.82
741
l,l
0.14 7(50706--. ()-
Olt) 100.00 3.90
0.20 70.41 5.53
0.30 46.94 8.30
0.40 35.21 11.07
0.50 28.16 13.83
0.60 23.47 18.80
0.70 20.12 19.3?
0.60 17.60 22.14
0.90 15.65 24.00
-1.00 14.08 27.67
1.20
1.30
1 40
1.50
1.60
1,70
1.80
1 99
2.06
33.20
35,97
38.74
41.50
44,e7
47.04
49.81
52.57
55.34
GrowSmari
Fieldboss
inputs:
300
234
504.3
Vote that this ehr3r1 rs nrerety an e4t,r.rete o1 the perfo+menue of your Iimmafic center pivot systsrn. The speed given in feet per minhte above is based on average operation. lire inflation,
4oil [-oldrtlnns, f1r�w fluctuations, erd other cc+ndifions can cause deviations from the linos and inches in the chart. Time the rotation of your center Divot to verily ecc.•urery
toy Uue sr,<... - ;+:Hurd ba 11{reclA;t to the SpAztrier Dept. a1 Lindsay. Phone No (40?) 428-2J3f.
Nhen this chart is ev.. ^qd on the panel door, make sure that it does not cover safety decals, warning stickers, or wiring diagrams.
GPM
ft

bermuda hay / small grain
Little Brook Farm
Fac31-348
Scale 1"=330 +/-
w
1.24 ac. airway 3
fescue
E

�NAM1:
ADDRESS:
TYPE AND SIZE
OF OPERATION
CLASS
Stanley James PAGE 2
Wallace, NC
2-1224
Topping
DESIGNED BY B. W. Houston
DATE 5/16/91
APPROVED BY
DATE
PERMANENT STORAGE
2448 Hogs x
135 |bs per hog 1 Cu Ft per |b.
TEMPORARY STORAGE
330480 Jbs of animal x 1.35 cu. ft. of waste per day
per 1000 |bs of animal wt. x 180 days
RAINFALL LESS EVAPORATION
7" X
330480 Cu Ft
80307 Cu Ft
68450 sq. ft. surface area per t2^per ft 399Z9 Cu Ft
RAINFALL - 25 YR. 1 DAY STORM
7.5" X 68450 sq. ft. of surface area per 12" per ft.
CUT TO FILL RATIO
1'4: 1
-* '51"djle �~A be -
-)t A* o4i\/i(Vx mrt'
TOTAL STORAGE NEEDED
TOTAL STORAGE AVAILABLE
AMOUNT OF FILL DIKE
PAD
TOTAL
SETTLEMENT 10%
TOTAL AMOUNT OF FILL
TOTAL EXCAVATION
om 49 o0r4h1*j1** Sil~'
42781 Cu Ft
493497 Cu Ft
18278 Cu Yds
504583 Cu Ft
18688 Cu Yds
140383 Cu Ft
eLe60 Cu Ft
223243 Cu Ft
Z2224 Cu Ft
245567 Cu Ft
9095 Cu Yds
354700 Cu Ft
13137 Cu Yds

READY
K L M N O P
sowS (f�rrow to feeder�:' 3ameo
head (fini448
� sows (farrOw to Wean>:���������������=�������>
9 head (wean to fer):===============��=====>
10 Storage volume for sludge accum. (cu. ft.):=>
1� �n,;:�itje t�en op gth9.0
1� Inside top width:========��=========�=====�=y 194.0
13 Top of 6ike at elvovation:===���===========:==> 49.6
�4 Fr�eboard�=====�===��==���=�����====��=�����> 2.2
j6 25 Year - 24 Hoc ir Rainfall=======��=========> 7'5
l7 �ottom of lagoon elevation:=================> 3�,4
�S Total required vou lme:========�====> 500029
`9 Total design volume avail.:========> 5B5198
Z0 Design end pumping elev.:> 43.3
�1 Min. required treatment volume: 330400
Z2 Storage volume et end puomping elev.� 331669
23 Design start pumping elev.:===========�=���=> 46.7
_4 Available ternporary storage: 539244
�5 Storage voI. at stmrt pumping elev.: 538729
�5-Nov--- 91 04:34 PM ^
//- 2'' '� - ��> .. � . ~
/ Coo /f'^°�/�.
o*
�ot f, 4-, 4el -/ 1
`, N* /a7 _T~w°-,
roy°.''e-e^f}
Q
R
TO PRINT
ALT-P
O&M PLAN
Al- T-O
TO CLEAR
ALT-C
SEEDING
SPECS.
ALT-S
WASTE
PLAN
ALT-W
CONSTRUCT
SP[7CS.

N AM
Stanley James
FACE
OPERATION .AND MAINTENANCE
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid l eve l to be
reached rne4.y vary 'due to soil conditions, flushins operations, and
the amount ':'f fresh water added to the system.
Land app I i ca.t I on of waste water is 'dusing
r ecE'`1.. n I ed 45 an at_ C epta. ' e'
rneth'_" J '»'ofi disposal, „ Irrigation i :'�at i c'rl by us i itgcenter p I vot, 9un, or
traveler is the preferred and rfl=:'st eff i c i erlt metht:.'[I to dispose of
the effluent from the lagoon. are should be taken when applying
waste t': prevent damage to the crops and to prevent runoff from
l: he f i e l '.! .
The f I I'::'wi ng items are to be carried out:
1. E:s: _? i n pump -out of the lagoon when fluid I eveI r-e,a.cI-'e<__, invert
of the is ut I et p i peg_, or at a pre -determined elevation.
Stop pump -rut before the lagoon depth is less than 6 feet
deep or at a pre -determined depth. (This prevents the loss c'f
favorable bacteria)
3. h l'1e rec':'rnrner€'Je'i amount to apply per i rr i gat i':'rl is one inch,
ari'i maximum recommended app l i cat I':'ri rate is 0„5 inch per hour.
4. It is recommended that the treatment lagoon be precl-IarSe'J tc'
1/2 its capacity to prevent excessive odors during beginning
stages of the operation. Precharging reduces the concentration of
the initial waste entering the lagoon thereby reducing odors.
Solids should be covered with water at all times.
5. Keep vegetation on the embankment arid areas around the I a'ao':'ri
and bui ldirl: s mowed.
r`,,. Repair any eroded areas and establish in vegetation.
7. The Clean Water Act of 1977 prohibits the discharge c'f.
I:'c' l I utants into waters of the United States. The Department ':'f
Environment, Health, and Natural Resources, Wastewater
Management Section, has the resp':'ns i b i I i ty f':'r enforcing th i ,s
law.
._. Ali surface water is to be diverted from the lag':'or, to are
adequate and stable outlet.
CERTIFICATION:
I hereby certify that I understand the operation and maintenance
requirements stated above. Furthermore, I understand how rnariy
acres are required in order to land apply the waste and that
the lagoon may have to be pumped 2 or more times a year. This
':resign has been explained to rne and I agree with all provisions
stated in the design. I also certify that there are no residence
other 't.har, mine or rr,y tenants' w i th i r, 750 feet of this operation.
I understand that r.:ornp i i ance with th i r design DRIES I\JCIT prevent
s'rne'o'rle Prom suing me because of nuisance or ':trier reasons.
S; i gnat:ure:`_Sah
Date
`//

NAME:
. °
Stan'iey James
APPROXIMATE ANNUAL NITROGEN (N) AND PHOSPHORUS (P) PRODUCTION
N: �T900 LB 16888 LB
TONS OF WA37E STORED: 4818
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT, THE NCDA LA8ORATORY
IN RALEIGH PERFORMG WASTE ANALYSES' YOU SHCULD (ONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDOE ROAD CENTER
RALEI8H N.C. 2761l
PHDNE: F�5
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COV�R CR8P SEEDED OR A ROW CROP PLANTED TO PREVENT EHOSION.
SOME OF THE EFFLUENT COULD BE U��D FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON'
LAND REQUIREMENTS FOR WASTE APPLICATION
2448 capacity Foeder to Finish operation:
Land Ava}|. Land Required
37.9 36'T ac. 0f crop|arid p|aotod to c�rn
0.0 20.S ac. of coasta| bermuda8rass--grazed
0.0 14.2 ac. of coasta| bormudagrass--hay
0°0 29.4 a . of femcue--8razed
103.2 perccnt of |and required |s avai}ab|e
0 sow Farrow to Feeder operat|on:
Land Avai |. Land Required
0 0.0 acof crop|and p|anted to corn
0 0.0 ac. of coastal bermudaSrass--Srazed
0 0.0 ac. of coastal bermudagrass--hay
0 0.0 ac. of fescue --grazed
ERROR percent of land required is available
0 sow Farrow to Finish operation:
Land Avail. Land Required
0 0.0 ac. of crop|and p[antcd to cmru
0 0.0 a c .. of coaatai bermudaSra5s--Srazed
0 0.0 ac. coasta} bermuda-3rass--hay
0 0'0 ac. of fescue--0razed
ERROR
perceot of |and required is avai|ab|e
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REAC:H2S Elev. 47.0 8ottom Outlet Pipe
DO NOT LOWER THE FLUID ANY
LOWER THAN Elev. 44.0 3 Ft. Below Pipe
THP EFFLUENT GHCULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GRDUND WA -TER
K[COMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR AND THE
MAXlMUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER IRRGAT1UN

1 NAME:
Stanley James PAGE 5
SEEDING SPECIFICATIONS
AREA TO BE SEEDED
APPLY THE FOLLOWING
USE THE GEED MIXTURE
INDICATED
~
3 AC'
3000 LBS' 8-8-8 FERTILIZER
d TONS DOLOMITIC LIMESTONE
300 BALES SMALL GRAIN STRAW
( ) 150 L8S' FESCUE GRASS
( ) 105 LES' OATS
( ) 150 L8S. BAHIA GRASS
( ) 12 L8S. WEEPING LOVE GRASS
(X > 36 LBS. MULLED BERMUDA GRASS
� ) 60 LBS- UNHULLED 8ERMUDA 6RA03
DIVERT ALL WATER TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 1100 FT.
T.B.M.
50'00 ELEVATION
DESCRIPTION Nail in Post at crossin3 approx. 75 ft.
West of sta. 8 4+00.
VERY IMPORTANT - PLEASE READ CAREFULLY
THE LAGOON AND THE AREA AROUND THE HOG HOUSES MUST BE SEEDED WITH
EITHER A TEMPORARY OR PERMANENT GRASS, DEPENDING ON THE TIME OF THE
YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE COM-
PLETED AND READY FOR USE. (WE RECOMMEND THAT THE LAGOON AREA, SIDE
SLOPES, DRAINS AND ETC.. AS WELL AS THE SIDE SLOPES OF THE PAD BE
SEEDED WITHIN FIFTEEN (15) DAYS AFTER CONSTRUCTION. THE SOIL WILL
NOT DRY OUT AS MUCH IF 9EEDED WITHIN THIS TIME FRAME WHICH WILL
RESULT IN A MUCH BETTER STAND OF GRASS.) SHAPE AREA TO BE SEEDED.
INCORPORATE LIME AND FERTILIZER AND PREPARE A 3" SEEDBED. SECURE
MULCH AND FIRM SEEDBED WITH A DISK, CUL|IPACkER, OR SIMILAR EQUIP'

RAMS: Stanley James RAGE 6
DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 X AREA OE MIDGECTIONI
VOLUME =---------
6.0 27
DEPTH I L X W + L Z W+ 4 X L 2 W ]
VOLUME _�---
6 Z7
10.0 r 175 x 360 + 125 X 2.10 + 4 X 150 x 135]
VOLUME _
6.0 77
VOLUME _
10.0 [ 3027503
A.0 Z7
6045ee.2 CU. FT.
VOLUME _---------
77.0
VOLUME = 10682.3 CU.YDS.
68450.0 sq.ft.
493497.1 cu. ft. needed
SIDE SLOPES Z.5:1

1. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Si -:a Icy • TA .� •, County la,0 ), .,
Community or Group No.. C -[� . Conservation Plan No.
Estimated Depth of Water to Top of Dam 6,0 Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigationlf
Evaluation by reach of flood plain downstream to the point 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.
1
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvement's from .a -sudden• breach A4,,e - Cyp,-,Lf Crtfk do ft.ea�, {il�, 1a�no nit
Hazard Classification of Dam 6, b, c) (see NEM-Part 520.21)
Dam Classification (d, II, III, IV, V)
By
Concurred By )41rk,.,
(name)
rsc T"
(title)
(title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date S f1µ%g1
Date

Animal waste lagoons are designed with permanent storage
(waste treatment volume) and temporary storage.
The designed 6 month temporary storage is arr estimated
Volume based on: 1) waste from animals; 2) excess rainfall
after evaporation; and 3) the largest 24 hour (one day)
rainfall that occurs on the average of once every 25 years.
The volume of waste generated frorn a given number of animals
will be fairly constant throughout the year and from year to
year. The excess rainfall will vary greatly during the year
and from year to year. This estimate is based on 7 inches
of excess rainfall which is equal to or exceeds the highest
6 months excess in a year. The average annual excess
rainfall is approximately 8 inches. Therefore, an average
of 8 inches of excess rainfall will need to be pumped each
year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but, this storage volume must
always be available. A maximum elevation is determined in
each design to begin pumping and this is usually the outlet
invert of pipe from building(s). If the outlet pipe is not
installed on the elevation to begin pumping, a permanent
marker must be installed on this elevation to indicate when
pumping should begin. After initial filling of lagoon, a
minimum 6 feet depth must be maintained for anerobic
treatment of waste. An elevation must be established to
stop pumping to maintain the minimum treatment depth.
Pumping can be started or stopped anytime between these two
elevations for operating convenience so long as site
conditions permit (conditions are weather, soil, crop, and
equipment to apply waste to prevent runoff or leaching).
For this lagoon the maximum elevation to begin pumping is
4-7o_ feet and the minimum elevation to pump to is liLbt,_ feet.
The design temporary storage, less 25 year storm, is /20371111
cubic feet or 90`14{55 ga I I ons . As stated before, this volume
will vary considerably from year to year.
This lagoon is designed to flush buildings with recycled
lagoon liquid, and fresh water should not be used for
flushing after initial filling.

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