620004_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Qua

•r
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
February 26, 2010 R K EIVED
Bobby R. Atkins MAR 0 2 20T
Bobby Ray atkins — Nursery #1 & 2
565 Atkins Dairy Rd pEplRAYEtTEVItLEREGIONALOFFl�£
Troy, NC 27374
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS620004
Bobby Ray atkins —Nursery #1 & 2
Animal Waste Management System
Montgomery County
Dear Bobby Atkins:
The .Division of Water Quality (Division) received your sludge survey information on February.
15, 2010 for the lagoon at the above referenced facility. With the'survey. results, you requested
an extension of the sludge survey requirement. for the two -lagoons at the Bobby Ray atkins.—
Nursery #1•&-2. Due to the amount of treatment, volume available, the Division agrees -that a,
sludge survey is not needed until 2014 for both lagoons: I .
The next sludge survey for the lagoons at Bobby Ray atkins — Nursery. # 1 & 2 should be
performed before December 31; 2014. Thank,you for your attention to this, matter... Please call
me at [phone] if you have any questions. I
Sincerely;
F
Miressa D. Garoma."
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS620004
1636 Mail Service Center Raleigh. North Carolina 2T699-1636
Location: V23 Capital Blvd.. Raloigh, North Carolina 27604
Phonv: 919-733-1221 ; AX: n19-715.05681 Customer Service: 3•Si 7-623.6748
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Bobby Ray Atkins
Bobby Ray Atkins - Nursery # l & 2
565 Atkins Dairy Road
Troy NC 27371
Dear Bobby Ray Atkins:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E„ Director
Division of Water Quality
October 1, 2004 RECEIVED
OCT 15 2004
OENR - FAyEMLLE REGIONALURGE
Subject: Certificate of Coverage No. AWS620004
Bobby Ray Atkins - Nursery #1 & 2
Swine Waste Collection, Treatment,
Storage and Application System
Montgomery County
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on February 11, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Bobby
Ray Atkins, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS620004 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Bobby Ray Atkins - Nursery #1 & 2, located in Montgomery County, with an
animal capacity of no greater than an annual average of 7104 Wean to Feeder swine and the application
to land as specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a
Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where
boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
Aquifer Protection Section -Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] I FAX: [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
On
e
NCarolina
Aawally

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning_
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Montgomery County Health Department
Montgomery County Soil and Water Conservation District
Permit File AWS620004
APS Central Files

Name of Farm:
Land Owner(s) Name:
Mailing Address:
County:
Operation Desertion:
MAR 2 4 20
i
Existing New Expanded (please circle one)
an. �tetwuy
Typeof Poulyy # of Animals
Type of Poultry
# of Animals
Turkey
Broiler
Turks y Breeder
&,oder Romer
A
U ��
Turkey Brooder Poult
Broiler Breeder
Turk Grower Hen
Pullets
�te1u �
Manure Handling Methszd- Quantity of Litter Prgduc d Total Litter Produced
X Whole Litter 963 -ar_►/
0 Manure Cake
0 Stockpiled Litter gn -rt t �u-
I (we) verify that all the above information is correct and will be updated upon changing. I (we)
understand the operation and maintenance procedures established in the dry litter management plan for
the farm named above and will implement these procedures. I (we) know that any expansion to the
existing design capacity of the waste treatment and storage system or constriction of new facilities will
require a new dry litter management plan to be completed. I (we) understand that the animal waste
application program shall be effectively maintained and operated as a non -discharge system to prevent the
discharge of waste to surface waters, wetlands or surface water drainage systems (except for storm events
exceeding the 25 year, 24-hour storm). The producer/third party applicator must report by telephone to
the appropriate Division of Water Quality (DWQ) Regional Office as soon as passible but in no case more
than 24 hours or the next business day following the occurrence or first knowledge of the occurrence of
any failure of the animal waste system or transport system that results in a.discharge to the surface waters
of the state or an over application of waste. (See the attached map for the regions covered by each DWQ
regional office). Compliance with the recommendations contained in this plan is the sole responsibility of
the farmer/third party applicator. Any questions concerning the
enforcement of this pian should be addressed to the regional office of the North Carolina Deparimeni of
Environment, Health and Natural Resources, Division of Water Quality, Water Quality Section (see
attached map)
Name of Land Owner:
Signature:
Name of Producer/Manager (if di
Signature:
Preparation Assistance by:(,- aw
Date
he,5 Date "3b-7

POULTRY DRY LITTER MANAGEMENT PLAN
Amount of waste produced per year:
S4 b Broilers x `5.Tons Waste / 1000 Birds / Year = .313 Tons/Year
5 bb� Roasters x �D _ Tons Waste / 1000 Birds / Year = .S D Tons/Year
( ) x Tons Waste/ 1000 Birds / Year = Tons/Year
Compost
Materials x Tons Waste / 1000 Birds / Year = Tons/Year
Total = $.53 Tons/Year
Amount of Plant Available Nitrogen (PAN) Produced Per Year:
.S bbb Broilers x�_ lbs. PAN / 1000 Birds / Year = b( Sib ]bs. PAN/Year
S�PD D Roasters x ,35b lbs. PAN / 1000 Birds / Year W 81 96b lbs. PAN/Year
( ) x lbs. PAN 1 1000 Birds / Year lbs. PAN/Year
Compost
Materials x lbs. PAN / 1000 Birds 1 Year = lbs. PAN/Year
Total = 31) lbs PAN/Year
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment
to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown and surface
application:
Table 1: ACRES OWNED BY PRODUCER
7y
won=
TOTAL:
* This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must -be -based on realistic 'yield
expectation,
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers
in some eastern counties of North Carolina to have a nutrient management plan that
addresses all nutrients. This Plan only addresses Nitrogen.

Table j.: Acres DwVA Ly `pr,,L4a.r
Tract #I
Field #
Soil T e
Crop
RYE
Lbs, N
Acres
Lbs. N
Month of
Per Ac. "
Utilized
Application
.b
Lg
Ig.
5 I
- av
d791)
5
.3
9q5
i
5
S
D
�5
D
3
�AI
Ia. f
$
3
ISO
, 3,
alb
I
I.SD
•23!
S
1 SD
;IS.1
3 &5
SD
g $
3
�Si7
17
f
TOTAL:

POULTRY DRY LITTER MANAGEMENT PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
( Agreement with adjacent landowner mot be attached)
(Required only If operator does not own
adequate land I See Required Speeliication i)
Tract #
Field #
Soil Ty
Crop
RYE
Lbs.. N
Acres
Lbs. N
Month of
Per Ac. '
Utilized
Application
*See footnote far Table 1.
TOTAL
Totals from above Tables
Acres
Lbs. N Utilized
Table 1
Table 2
--
Amount of N Pr uct
3%
Su us o Defici

POULTRY DRY LITTER MANAGEMENT PLAN
See attached map showing the fields to be used for the utilization of animal waste.

REQUIRED SPECIFICATIONS
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 which 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 waste, he/she shall
provide a copy 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 facility to secure an update of the Poultry Dry Litter
Management Plan when there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of
application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per ace per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre
per year providing grass filter strips are installed where runoff leaves the field. (See
FOGT Standard 393 - Filter Strip)
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When 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. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
8. 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.
9. Waste nutrients 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.
10. Animal waste shall not be applied or stockpiled closer than 100 feet to wells.
11. Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
12. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
13, 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 they have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift from the site.
14. 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 preplant with no further applications of
animal waste during the crop season.
15. 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 element. 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 for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other waste
shall be maintained for five (5) years.
16. Dead animals will be disposed of in a manner that meets North Carolina regulations.
17. Record Keeping for Land Application:
a. Records will be kept for three years of soil test and waste analysis results.
b. Records will be kept for three years indicating the location of fields and rates at
which litter is land applied. (See Attached Forms Dry - 2 and Dry - 3)
18. If a third party contractor is used for cleanout of the poultry houses and/or land
application, the owner/manager of the poultry operation will:
a. Keep record of the name, address and phone number of applicator (See Third
Party Applicator Agreement)

b. Keep a record of the amount of litter removed (Form Dry - 1)
c. Provide an appropriate waste analysis to the third party applicator
d. Provide a copy of these guidelines to the third party applicator.
Best management practices may be ;used to further protect water quality. For more
information about appropriate best management practices contact a technical specialist
that works for the Cooperative Extension Service, Natural Resources Conservation
Service, North Carolina Department of Agriculture or the local Soil and Water
Conservation District.

EMERGENCY ACTION PLAN
Phone Numbers
DWQ: 910L486.1541
Emergency Management System: M
SWCD: 910/572-2700
NRCS: 910/572-2700
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 water 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.
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 bem to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call. a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps-
D. Leakage from flush systems, houses, solids separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems or solid separators.
e. Repair all leaks prior to restarting pumps.

E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks -possible action:
a. Dig a small sump or ditch away from the embankment to catch all
seepage, put in a submersible pump and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals
and fill holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and
lagoon bottom as soon as possible.
1. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kill, 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 of the property)?
h. How much reached surface waters?
2. Contact appropriate agencies.
a. During normal business hours, call your DWQ(Division of Water
Quality) regional office: phone - 910/486-1541. After hours,
emegency number: 919-733-3942. Your phone call should
include your name, facility, telephone number, the details of the
incident from item 2 above the exact location of the facility, the
location or direction of movement of the spill, weather and wind
conditions. The corrective measures that have been under taken,
and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS
phone number - 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 910/576-6011 , local SWCD office phone
number 910/572-2700,and local MRCS office for advice/technical
assistance phone number - 910/572-2700.
3. If none of the above works call 911 or Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
4. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: _
b. Contractors Address:
c. Contractors Phone:

Mortality Management Methods
(check which method(s) are being implemented)
Burial three feet beneath the surface of the ground within 24 hours after knowledge
of the death. The burial must be at least 300 feet from any flowing stream or public
body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7
-Y, Complete incineration
In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
Any method which in the professional opinion of the State Veterinarian would make
possible the salvage of part of a dead animal's value without endangering human or
animal health. (Written approval of the State Veterinarian must be attached.
Other (explain)

CALIBRATION OF YUNURE SPREADERS
Effective utilization of maure is not possible if you do not know how much is being spread
over a given area. Calibration of your spreader is a simple and effective way of improving
utilization of nutrients in manure more effectively. Only by knowing the application rate
of your spreader can you correctly apply manure to correspond to your crop needs and
prevent water quality problems through the over application of animal manure.
Applicators can apply manure, at varying rates and patterns, depending on forward travel
and/or PTO speed, gear box settings, gate openings, operating pressures, spread widths
and overlaps. Calibration defines the combination of settings and travel speed needed to
apply manure, bedding or wastewater at a desired rate and to ensure uniform application.
Spreader Capacity
Liquid spreader capacities are normally rated by the manufacturer in gallons. Multiply by
0.0042 to get tons.
Solid and-senu-solid spreaders a rated by the manufacturer either in bushels or cubic feet
(multiply bushels by 1.24 to get cubic feet). Most spreaders have two rating capacities:
1) struck or level full and 2) heaped. Calibration of solid manure spreaders based on its
capacity (volume) is difficult to estimate accurately because the density of solid and semi-
solid manures are quite variable. Density is the weight of the manure per volume of
manure (pounds per cubic foot). Manure density varies depending on the type and
amount of bedding used. as well as its storage method. Therefore, if you estimate spreader
application rates as the volume of the manure the spreader holds you are overlooking the
fact that some manure weighs more than other manure. This can cause a significant error
when calculating manure application rates.
Since manures and litters have different densities, an on -farm test should be done. To
determine the load (tons) of manure spreader:
1. Weigh an empty 5-gallon bucket.
2. Fill the bucket level full with the material to be spread. Do not pack the material in the
bucket but ensure that it settles similar to a loaded spreader.
3. Weigh the bucket again. Subtract the empty bucket weight from this weight to
calculate the weight of the contents.
4. Multiply weight of contents by 1.5 to calculate pounds per cubic feet, density.
5. Multiply the manure density by the cubic feet capacity of the spreader and divide by
2000 to get the tons of material in a spreader load.

Solid and Semi -Solid Manure Spreaders
In order to calibrate a spreader for solid manure (20 percent or more solids), the following
materials are needed.
1. Bucket
2. Plastic sheet, tarp or old bed sheet. An even size, 8 feet by 8 feet, 10 feet by 10 feet,
or
12 feet by 12 feet, will make calculations easier.
3. Scales
Calibration method:
1. Locate a large and reasonably smooth, flat area where manure can be applied.
2. Spread the plastic sheet, tarp or bed sheet smoothly and evenly on the ground.
3. Fill the spreader with manure to the normal operating level. Drive the spreader at the
normal application speed toward the sheet spread on the ground, allowing the manure
to begin leaving the spreader at an even, normal rate.
4. Drive over the sheet at the normal application speed and settings while continuing to
apply manure. If a rear discharge spreader is used, three passes should be made: first,
drive directly over the center of the sheet, the other two on opposite sides of the center
at the normal spreader spacing overlap.
5. Weigh the empty bucket and plastic sheet, tarp or blanket.
b. Collect all manure spread on the sheet and place it into the bucket.
Weigh bucket and manure and subtract the weight of the empty bucket and ground
sheet. This will give you the pounds of manure applied to the sheet.
8. Repeat the procedure three times to get a reliable average.
9. Determine the average weight of the three manure applications.
10. Calculate the application rate using the following formula or Table 5-8:
Application rate (tons/acre) = 1b._manure _colleQjrd x 21.78
sheet length (ft) x sheet width (ft)
11. Repeat the procedure at different speeds and/or spreader settings until desired

application rate is achieved.
Example:
What is the application rate (tons per acre) if you collect 8.5 pounds of manure on a 10
foot by 10 foot tarp during a calibration run?
Application rate (tons/acre) = 8.5 lb. manure x 21.78 = 1.85 tons/acre
10ft x10ft
:Pounds of Manure+ T f Manure Applied/ Acre
FApplied to Sheet
I
Size of Ground Sheet
I
8' x 8' 1 10' x 10' l 12' x 12'
1 I
0.34 I
0.22
0.15
2
I 0.68
1 0.44
0.3
3
1.02
0.65
0.45
4
1.36
0.87
0.61
5
1.7
1.09
i 0.76
6
2.04
1.31
I 0.91
7
2.36
t.52
1.W
8
2.72
I 1.74
1.21
9
I 3.06
1.96
1.36
10
3.4
i 2. t8
1.51
15
5.1 3.27
2.27
20
6.81 I 4.36
i 3.03
Many times it may be necessary to adjust the rate in which waste is applied from the way it
is normally spread. Changes in application rate can easily be done by increasing or
decreasing the speed in which the waste is being applied. In order to perform these
calculations, the spreader load (tons), duration of application (minutes), and the average
width ( feet) of normal application needs to be known. The application rate and travel
speed can be found using the following equations:
Application rate (tons/acre) = spreader, toad (tQ1s) x 495
time {min.) x width(ft) x travel speed (mph)
Travel speed (mph) = 5preader load (tons) x 495
time {min.) x width (ft) x application rate (tons/acre)

Example:
What speed should you run if you width to apply 4 tons of manure per acre with a 3-tan
spreader? Your spreader application width is 20 feet and your spreader empties in 6
minutes.
Travel speed (mph) _ . _ _ _ 3 tons x_ 495 _ , = 3.1 mph
6 min. x 20 ft x 4 tons/acre
Spreader Pattern Uniformity
To determine the uniformity of spread and the amount of over lap needed, place a line of
small pans or trays equally spaced (2 to 4 feet) across the spreader path. The pans should
be a minimum of 12 inches by 12 inches (or 15 inches in diameter), but no more than 24
inches by 24 inches; and 2 inches to 4 inches deep. Make one spreading pass directly over
the center pan. Weigh the contents caught in each pan or pour the contents into equally
sized glass cylinders or clear plastic tubes and compare the amount in each.
The effective spread width can be found by locating the point on either side of the path
center where manure contents caught in the containers is half of what it is in the center.
The distance between these points is the effective spreader width. The outer fringes of the
coverage area beyond these points should be overlapped on the next path to ensure a
uniform rate over the entire field. "Flat -top," "pyramid," or "oval' patterns are most
desirable and give the most uniform application. "M," "W," "steeple," or "lopsided"
patterns are not satisfactory and one or more of the spreader adjustments should be made.

POULTRY LAYER FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead " Poultry Production Vegetative or wooded buffers
Recommended best management
practices
Good judgment and common sense
Floor surface • Wet dirty surface n Scrape manure, dust feathers Into
(Walk aisles) , (i! r collection alloys
f j F El Splash boards along upper ends of
collection alleys
ElProper ventilation
Cage Manure Q ` Manure -covered Scrape manure Into collection alleys
Droppings Boards +'�I I surfaces
Manure Collection ` Partial microbial Frequent manure removal by flush
Alleys ��� Eldecomposition or scrape
Frequent checks and maintenance
On waters and water pipes
Ventilation Exhaust ' Volatile gases Fan maintenance
Fans " Dust Efficient air movement
Ihdoor Surface 17 ` Dust El Vacuum or washdown between
NJ flocks
Manure Conveyors ' Partial microbial Keep mechanical equipment In good
decomposition repair
Remove manure accumulations
promptly

POULTRY LAYER FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site specino Practices
Irrigation Sprinkler Nozzles ' High Pressure agitation Irrigate on dry days with little or no wind
' Wind drift Minimum recommended operating procedure
Pump Intake near lagoon liquid surface
Pump from second -stage lagoon
Dead Birds " Carcass decomposition )q Proper disposition of carcasses
Dead Bird Disposal Pits Carcass decomposition Complete covering of carcasses In burial pits
Proper location/construction of disposal pits
Disposal pit covers tight fitting
Standing Water Around ' Improper drainage Grade and landscape such that water drains
Facilities " Microbial decomposition of away from facilities
organic matter
Mud Tracked onto Public • Poorly maintained access IX I Farm access road maintenance
Roads from Farm Access roads T�
Additional Information:
Available From:
Poultry Manure Management; 0200 Rulel13MP Packet NCSU, County Ext. Center
Poultry Layer Production Facility Manure Management: Nigh Rise, Deep Pit; EBAE 131-80 NCSU - BAE
Poultry Layer Production Facility Manure Management: Undercage Flush - Lagoon Treatment; EBAE 130-88 NCSU - BA1=
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Shoot NCSU - BAE
Proper Disposal of Dead Poultry; PS&T Guide No. 19 NCSU - Poultry Service
Nuisance Concerns In Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florlda Cooperative Ext.
AMOC -November 11, 1996, Page 7
page

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Control Insects Sits Specific Practices
Flush Gutters " Accumulation of solids Flush system Is designed and operated
r� sufficiently to remove accumulated solids
f from gutters as designed
Remove bridging of accumulated solids at
discharge
Lagoons & Pits " Crusted Solids IJ Maintain lagoons, settling basins and
pits where pest breeding Is apparent to
+ n minimize the crusting of solids to a
depth of no more than 6 - 8 Inches over
more than 30% of surface
Excessive Vegetative " Decaying vegetation El Maintain vegetative control along banks of
Growth lagoons and other Impoundments to prevent
rvr I l accumulation of decaying vegetative matter
r I T along water's edge on Impoundment's perimeter
Feeders ' Feed Spillage
Design, operate and maintain food system (e.g.
bunkers and troughs) to minimize the
accumulation of decaying wastage
Clean up spillage on a routine basis (e.g., 7 - 10
day Interval during summer; 15 - 34 day Interval
during winter)
Feed Storage " Accumulations of feed Reduce moisture accumulation within and
residues 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 litter strips around feed storage as needed
AMIC - November 11, 1996, Page 1

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source �Cause . BMP"S to Control Insects Site Specific Practices
Animal Holding ' Accumulations of animal ❑ _ Eliminate low areas that trap moisture along fences
Acres waste and feed wastage and other locations where waste accumulates and
disturbance by animals Is minimal
ElMaintain fence tows and filter strips around animal
holding areas to minimize accumulations of waste
(i.e., Inspect for and remove or break up accumulated
solids as needed
Dry Manure handling ' Accumulations of animal
Systems wastes
Remove spillage on a routine basis (i.e., 7 - 10 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
For more Information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC 27696-7613
AMIC - November 11, i996, Page 2

1. Make and model number_ j �� +� ; ►l {� f t�t� r1 Q 3 FG 5
2. Hose length and hose inside diameter (ID)_ CAS` _'3_'_!"T-D
3. Gun make and model number !�_ e�sa•� J56
4. Gun nozzle size inch, , 91 ring orifice, taper bore orifice.
(May need to measure nozzle diameter.)
5. Hydrant spacing rZOD feet. Indicate whether uniform, __Y random.
Number of exterior hydrants Number of interior hydrants
6. Operating pressure at hose reel psi.
observed at working gauge, provided by owner.
7. Gun wetted diameter 3bD feet.
measured, _based on gun chart.
8. Gun pressure Sb - _psi.
observed at working gauge, based on calculations (show calculations),
determined from gun charts.
**9. Supply line size inch (from pump to last hydrant).
**10. Supply line length feet (maximum pumping distance).
* * 11. Supply line type _ _ )� PVC, aluminum.
** 12. -Pump make and model number ; •, 0
** 1-3. Pump capacity, 35b gpm.
* * 14. Engine make and model number _ J o va e c � e _ i b -n l cxe _ , or
* * 15. Electric motor horsepower and rpm hp rpm
NDIg: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined.
Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart for
each travel lane and show distance traveled. Also indicate the normal arc angle of the gun for
each pull through a field. Show the location of the supply line. Irrigated acres will be
determined by travel lane
** Optional data, furnish where possible.
* * * Information furnished by
Signature of Owner or Facility Representative
Printed Name of Owner or Facility Representative
Date
and/or .
ature o Technic `lpecialist
?li 1 &"."R T6A-
Print d name of Technical 13ecialist
Date.- 7`.2(c -91
* * * Only the person or persons collecting the data should sign the data sheet.

cAWMP wed"a Acre 11-30.9x
CAWMP WETi'ABLE ACRE COMPUTATIONAL tYORKSHEET
1. Farm Number (Identification) -B. r, A (krl5 Field Number (Identification) + r�
2. Irrigation System Designation X Existing Irrigation System
New / Expanded Irrigation System
3, Type of Irrigation System Stationary Sprinkler Y, Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers, # Exterior sprinklers
Number of Travel Lanes # Interior Lanes - f # Exterior Lanes
5. Wetted Diameter [feet] From field data sheets Length of pull [feet]
6. Spacing Lateral 1 Hydrant Spacing [feet] [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
(X Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8, Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale and
column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length [feet] X Wetted Width [feet]} / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
-L1. a S (b) Acres middle portion of pull
{Pull Length [feet] X Wetted Width 27D [feet]}/ 43,560
33 (c) Acres stop end of pull from Table Column
—!5,a7 Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
s• ,� Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by--DO%-4kK i rli v Date: 7-a6

CAWMP Wc&W. Acre 11.30-98
CAWMP WETTABLE ACRE COMPUTATIONAL vYORKSHEET
1. Farm Number (Identification) k i kl Field Number (Identification) 114B
2. Irrigation System Designation _ _ Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler X Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers. # Exterior sprinklers
Number of Travel Lanes # Interior Lanes �� # Exterior Lanes
5. Wetted Diameter ,3b(> -- [feet] From field data sheet / �3 Length of pull [feet]
6. Spacing Lateral / Hydrant Spacing [feet] [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
X Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale and,
column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table alb Column B
4. �23 (b) Acres middle portion of pull
(Pull Lengthj�83 [feet] X Wetted Width a'ID [feet])/43,560
D. 33 (c) Acres stop end of pull from Table FVD Column
.5� Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
zz Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by:lDct*1-t Date: 7-;6-44

CAWMP Wedabale Acre 11-30-98
CAWMP WET'.rABLE ACRE COMPUTATIONAL NvORKSHEET
1. Farm Number (Identification) �kl k rLS Field Number (Identification) i � C
2. Irrigation System Designation k Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler -- Y Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes 1 # Exterior Lanes
5. Wetted Diameter _31�b [feet] From field data sheet S Length of pull [feet]
6. Spacing Lateral / Hydrant Spacing [feet] [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale and
column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
b-(4 (a) Acres start end of pull from Table Column
n b 3 _ (b) Acres middle portion of pull
{Puff Length _5 [feet] X Wetted Width ,,?'7D- [feet])/ 43,560
6,33 (c) Acres stop end of pull from Table Column
l DZ, Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
JDz Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: __L��a� ���s bwt _ _ Date: 2 2 G

CAWMP Wt uWe Acre 11-3o-98
CAWMP WET xABLE ACRE COMPUTATIONAL "*, ORKSHEET
I. Farm Number (Identification) S , A_5 Field Number (Identification) S
2. Irrigation System Designation_ Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler X Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers. # Exterior sprinklers
Number of Travel Lanes # Interior Lanes ..Z # Exterior Lanes
5. Wetted Diameter �3bb [feet] From field data sheet 'ysz Length of pull [feet]
6. Spacing ,2Lateral / Hydrant Spacing [feet] gd [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameterl
7. Sprinkler or Hydrant Layout X Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale and
column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: 4ne�Hydrant (travel lane)
i,-+ 4- 93 : D-&& (a) Acres start end of pull from Table F_ %bf Column -8
,D' (b) Acres middle portion of pull
(Pull Length &g [feet] X Wetted Width 27b [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane) p
�J(a) Acres start end of pull from Table EF 2b Column 3
a.S (b) Acres middle portion of pull
jPull Length 1152- [feet] X Wetted Width a' b [feet])/ 43,560
D •36, (c) Acres stop end of pull from Table E—zz Column F
3• r3 Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
I, I D (a) Acres per Interior Sprinkler or Pull X # Sprinters or Pulls = /� 7C Acres
2,93 (b) Acres per Exterior Sprinkler or Pull X ,Z # Sprinklers or Pulls = 7,21 Acres
9 ,5(v Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: Date: 7-Z f

eAWMP WcVAWe Acre 11-30-98
CAWMP WETtABLE ACRE COtiIPUTATIONAL YORKSHEET
1. Farm Number (Identification) R, 444 ',,45 Field Number (Identification)
2. Irrigation System Designation X Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System Stationary Sprinkler X
Center Pivot
w
Hard -Hose Traveler
Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers. # Exterior sprinklers
Number of Travel Lanes # Interior Lanes j # Exterior Lanes
5. Wetted Diameter 30 [feet] From field data sheet _ 16D Length of pull [feet]
6. Spacing Lateral 1 Hydrant Spacing [feet] [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
^ X Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
S. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale and
column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column
Traveler: -IfftuFinr Hydrant (travel lane)
S4.Je b4b (a) Acres start end of pull from Table 4 rD 4- Column -B
6.93 _ (b) Acres middle portion of pull
(Pull Length 5D [feet] X Wetted_ Width .?76 [feet]) / 43,560
b-33 (c) Acres stop end of pull from Table 1D+ Column E
z Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
{Pull Length [feet] X Wetted Width (feet] }/ 43,560
(c) Acres stop end of pull from Table Column
Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinklef or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
J,q ?,_ Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by, l-�ti Date: 7 d 9

COMPUTATION SHEET U. S. DEPAF ?NT OF AGRICULTURE
NRCS-ENO-523A Rev.10-97 NATURAL RESOURCES CONSERVATION SERVICE
STATE , { PROJECT 1 r r y
t, n� e. ..- r � � 2 r 4t•� — *'RJR. E.r
BY T�L DATE CHECKED BY DATE '' JOB NO.
SUBJECT B lAtr � n v f � �' k i S ^ A,4 L�A l SHEET OF
CD}�tOollett�S '
Eq. 70 °lo
► A
`1;aWFJVC " -40 hec.1 �0.{4t. �` ltt ( , � jD3D FG�

COMPUTATION SHEET U. S. DEPAR 'NT OF AGRICULTURE
NRCS-ENG•523A Rev. 10-97 NATURAL RESOURCES CONSERVATION SERVICE
STATE PROJECT � 4
8Y r. DATE //�� ' r II CHECKED 8Y DATE J08 NO.
SUBJECT` �ilu hY�Y_ial-� SHEET OF
1)'zR3 IUD
1.852-�•��
.� 13 �.arr
DD�
ISD
(5,993)
= b. oLI isvPbFT
6' � VC (Vla;rt
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83 b D �Sz X 1�5G�+'(1 x 9losx p , ,133
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CDtabs� (�,�1-r1�� (s1, ��) �r�S� D,-U3
R% G6,t'L vc- lacl f y
Vz b"M ')3, f � fs c

COMPUTATION SHEET U, S, DEPAR WT OFAGRICULTURE
NRCS-ENG-523A Rev. 10-97 NATURAL RESOURCES CONSERVATION SERVICE
TZ
ED f5l x a.31
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COMPUTATION SHEET U. S. DEPAF -NT OF AGRICULTURE
NRCS-ENG-523A Rev. 10-97 NATURAL REz�OURCES CONSERVATION SERVICE
srarE C PROJECT_ } , j Trr Q�Ipvt II'iL�C�Q!`
8Y DATE CHECKED BY DATE JOB NO.
SUBJECT SHEET OF
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cyc�
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p;1 S

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
October 22, 1999 -
Bobby Ray Atkins
Bobby Ray Atkins - Nursery #1 & 2
565 Atkins Dairy Road
Troy NC 27371
I T 1 �W'J •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
RECEIVED
NOV 0 2 1999
FAYETTEVILLE
REG. 0-i.F110E
Subject: Certificate of Coverage No. AWS620004
Bobby Ray Atkins - Nursery #1 & 2
Swine Waste Collection, Treatment,
Storage and Application System
Montgomery County
Dear Bobby Ray Atkins:
In accordance with your application received on July 30, 1999, we are forwarding this Certificate
of Coverage (COC) issued to Bobby Ray Atkins, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Permit
AWG100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Bobby Ray Atkins - Nursery #1 & 2, located in Montgomery
County, with an animal capacity of no greater than 7104 Wean to Feeder and the application to land as
specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil .penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
1617 Mail Service Center, Raleigh, North Carolina 27699-1.617 Telephohe 919-733-5083 FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS620004
Bobby Ray Atkins - Nursery #1 & 2
Page 2
This COC is not automatically transferable. A name/ownership change application must be it
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
- information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
. The subject farm is located in the Fayetteville Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact JR Joshi at [phone] ext. 363.
Sincerely,
Kerr T. Stevens
cc: (Certificate of Coverage only for all cc's)
Montgomery County Health Department
Fayetteville Regional Office, Water Quality Section
Montgomery County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina
Department of Environment and Natural l(esourceR EC El VED
Division of Water Quality WATRQUALITY SEcnoN
Non -Discharge Permit Application Form �n
► (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) fJUL 3 Q 1999
General Permit - Existing Animal Waste Operations
Nanosohar�Parmit g
The following questions have been completed utilizing information on file with the msio Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION: RECEIVED
1.1 FacilityName: Bobby Ray Atkins -Nursery #1 _
1.2 Print Land Owner's name: Bobby Ray Atkins
{_� I NOV d- 2 19W
1.3 Mailing address: Rt 2 Box 469 S(r'� F1"CICt�,��6 +oi RAN SRI = IF 0V 11 } L E
z-
City, State: Troy NC Zip: 27371 RUB. QmcF_
Telephone Number (include area code): 572-2854
1.4 County where facility is located: Montgomery.
I.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the faun identified): From Troy, NC take Hwy. 134 North _--_6-7 miles.
Take a right on Atkins Diary Road SR 1377. Farm is -- 1.3 miles.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Carroll's Foods Inc
1.8 Date Facility Originally Began Operation: 12/13/94
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 62 (county number); 4 (facility number).
21 Operation Descnp n: Swine operation y
Ito Feeder
7104- Certified Design Capacity
Is the above information correct? tyes; =no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the max'' yes;
num er or which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 62 - 4

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
z. y7
system): z' 7 ; Required Acreage (as listed in the AWMP): .I. 77
2.4 Number of lagoons/ storage ponds (circle which is applicable): ,Z..
2.5 Are subsurface drains present within 100' of any of the application fields? YES or O (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES o O (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NR S Standards, etc.) (Swine Only)
or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited?— -3`4 `Q 14
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
32 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CA WMP must include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the %W.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications:
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 operation and Maintenance Plan.
If your CA WMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO=G-E 5/28/98 . Page 2 of 4 62 - 4

RECEIvED
WA7FPell 1A1jry C1=f'n0M
Facility Number. 62 - 4 OUL 3 U 1999
Facility Name: Bobby Ray Atkins - Nursery # 1 NOn'DisCha
4. APPLICANT'S CERTIFICATION: +ge PerfttUng
I,W1(Land Owner's name listed in question 1.2), attest that
this applicati for (Facility name listed in question I.1)
has been revi ed by me and is accurate -and complete to the 6est 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. p
Signature % /�a.,� _ Date %--Z
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Managers name listed in question 1.6), attest that this
application for (Facility name Iisted in question 1.1)
has been reviewed by me an.d is accurate and complete to the best of my knowledge. I un erstand 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 as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERNUTTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 . 62 - 4

I
r
WASTE UTILIZATION
Producer.'Bol�y rav 441M5
Location: S&S got. � C
Telephone:
Type Operation: _—:500 toVtA, - k)ex J"t 4v Feeler
Number of Animals : rf, ] D
(Design Capacity)
PLAN
RE WAT Ur4 TY E D ON
F� 3 01999
Non'Discharge . permits"
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface and/or groundwater.
The ulant nutrients in the animal waste should be used to reduce
the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied. This waste utilization
plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are
strongly encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of the
waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more
nitrogen than the crop can utilize. Soil types are important as
they have different infiltration rates, leaching potentials, cation
exchange capacities, and available water holding capacities..
Normally waste shall not be applied to land eroding at greater than
5 torts per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per acre per year. Do not
apply waste on saturated soils, when it is raining, or when the
surface is frozen. Either of these conditions may result in runoff
to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind
odor problems. To maximize the value of nutrients for crop
production and to reduce the potential for pollution, the waste
should be applied to a growing crop or applied to bare ground not
more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste
samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
Management Commission.
1

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year (gallons, ft3, tons, etc.)
animals X unt.) waste/animal/year = 3Z �La t. )
waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
171bq animals X D. g lbs. PAN/animal/year a lbs. PAN/year.
(PAN from N. C. Tech. Guide Std. 633)
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Ac.* Utilized Application
I I I I I I !
I 1 I I l I 1
I I I I k I I
k I 1 I I I I
I I l ! 1 I I
I I I I I I 1
* This N is from animal waste only. If nutrients from other
sources such as commercial fertilizer are applied, they must be
accounted for. N,must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. Beginning in 1996 the Coastal
Zone Management Act will require farmers in some eastern counties
of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.

Table.j: Acres bo"I ly 'XI'Jueer
Tract #
Field #
,Soil Type
Crop
RYE
Lbs. N
Acres
Lbs. N
Month of
PerAC.
Utilized
Application
I
S
8'^
GearRcu�l1
1j=�s
3
5C '°n
'
fCLS rQY
4��• I'Y1l
g
6e0rorCVf Ile=�;^„
�,p?�ti��
ISD f�lrt
�3
`�-Vic,+
`
I
2S
Cienrrsf uI f f
CUE11
?'C�''/n
i5�i '��QL
1"
�.�
r ,A tJb�
I
I
`
fr1
.aq.'rC•l��fr'
�Sfrl_
�.�Y,u�rt4
i ��;1IRG
5.�.�
�l%'1
i"� _ 1� J
V
4
I
r
Gi er>rst,v', llE
vo
� 7a n�.
I.S6 �14
!
I
I
!
1'7 ('
V,eerve
I
�
7
q4E--
IDr �T,.n!
��
r^r r,7r�IIF�I
5r�
,nA• ,„t5.;�i,E
�r�
Tr• ,,�'
yC
ri',r'„V,^r+.
1
1
I
I
I I
I
I
I
!
!
I
I
I
I
I
i
I
I
V
�
I
I
1
I
�
I
TOTAL: �.�•'����. �'!aD 1 n�, rece,l

WASTE UT I L I ZAT I QN PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landownar moat be attached)
(Required only if operator does not own
adequate land (see Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# Type Per Ac.* Utilized Application
To
* See footnote for Tab1a 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 1 XF'7 I 3 I 1
Table 2 1 — I I
Total 1 22.77 1 _3 l7 1
Amount of N Produced 1 3hf�D
Surplus or Defici I 7
NOTE: The Waste Ut.zlization Plan must contain provisions for
periodic Land application of sludge at agronomic rates. The sludge
xill be nutrient rich and gill require precautionary measures to
prevent over application of nutrients or other elements.
M

WASTE UTILIZATION PLAN
See attached map shoving the fields to be used for the utilization
of waste water.
Application of Waste by Irrigation
;Field ; Soil Type ; Crop ; Application Application;
;No. ; Rate(In/Hr) ; Amount(In.);
SC. r evi I e -G li '�D'K r b, S
I'14, I'1
nG_ � �� s���- Gam= � �, k�b �� �,r b. 75
,
,
,
THIS TALE I9 HOT N min IF w sTa is am 5=5 ARKIE BY IRRIGATION, HOWEVYL A S-.Alt TABLE iII:GI. Ba "== ]MR OAY
LITTER OR SLURRY,
Your facility is designed for Ij?b� days of temporary storage and
the temporary storage must be removed on the average of once every
(MONTHS. In no instance should the volume of waste being
stored in your structure exceed Elevation
Call the local Natural Resources Conservation Service (former.Ly soi?
Conservation service) or Soil and Water Conservation District office
after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application
rate prior to applying the waste.
REQUIRED SPECIFICATIONS

WASTE UTILIZATION PLAN
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 which reaches surface water is
prohibited. Illegal discharges are subject to the
assessment of civil penalties of $10,000 per day by the
Division of Environmental Management for every day the
discharge continues.
2. The Field Office must have documentation in the design
folder that the producer either owns or has long term
access to adequate land on which to properly apply the
waste. If the producer does not own adequate land to
properly dispose of waste, he shall provide NRCS with a
copy of a written agreement (sample enclosed) with a
landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the
life expectancy of the production facility. It is the
responsibility of the owner of the facility to secure an
update of the Waste Utilization Plan when there is a
change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed,
the Nitrogen needs for realistic crop yields based on soil
type, available moisture, historical data, climate
conditions, and level of management, unless there are
regulations that restrict the rate of application for
other nutrients.
4. Animal waste may be applied to land that has a Resource
Management System (RMS) or an Alternative Conservation
System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate
filter strips will be used where runoff leaves the field.
These filter strips will be in addition to "Buffers"
required by OEM. [See FOTG Standard 393 - Filter Strips
and Standard 390 (Interim) -- Riparian Forest Buffers.]
S. Odors can be reduced by injecting the waste or disking
after waste application. Waste should not be applied when
the wind is blowing.
REQUIRED SPECIFICATIONS

WASTE UTILIZATION PLAN
(condnaed)
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally
tilled cropland. When 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" in
the Technical Reference - Environment file 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 conditions
conducive to odor or flies and provide uniformity of
application..
8. Animal waste shall not be applied to saturated soils,
during rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops
in such a manner that no more than 20 to 25 percent of the
leaf area is covered.
10. Waste nutrients 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 on bare soil.
11. Animal waste shall not be applied closer than 25 feet to
surface water. This distance may be reduced for waters
that are not perennial provided adequate vegetative filter
strips are present. (See Standard 393 - Filter Strips)
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.
N.

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(eondnued)
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
wetlands provided they have been approved as a land
application site by a "technical specialist". Animal
waste should not be applied on grassed waterways that
discharge directly into water courses, and only then at
agronomic rates provided the application causes no runoff
or drift from the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged
into the animal waste management system.
17. Lagoons and other uncovered waste containment structures
must maintain a maximum operating level to provide
adequate storage for a 25-year, 24-hour storm event in
addition to the one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). If needed, special vegetation
shall be provided for these areas and 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. Lagoon berms and
structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
19. 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.
20. 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.
WASTE UTILIZATION PLAN AGREEMENT

WASTE
rr UTILIZATION
TILf_I ZATIQN PU
Name of Farm: �Da1���1 hav dT 'As Faci1,4V
Owner/Manager Agreement
I (we) understand and will follow and implement the specification
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
Division of Environment Management (DEM) before the new animals are
stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters of the state from
a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed on -site at the farm office and at the
office of the local Soil and Water Conservation District and will
be available for review by DEM upon request.
Name of Facility Owner: 1Bo.1y 9ty aiki'vo
(Please print)
Signature: Date: 7- 2 a, }�
Name of Manager(If different from owner):
Signature:
Name of Technical
Date:
Specialist: (Please print,�leu It 1 '.. &N4rt�t'�brt
Affiliation: LIRC=i
Address (Agency) : ,2,•2,7- fl i�+crrh� .Sf
Signature: Date: 2-a-71
0

Swine Farm Waste Management Odor Control Checklist
Solluce
CallsC
I111'11'S Ia Rlillinlire Udor Site Specific I'r•actices
I'af11151Ce1d
• Swilre pluductiorl
Vegetative or wooded buffers;
Recornllleilded best managelllCul practices,
Good judgment and colllnloll Sense
Allilllal body smlaces
• Dilly 111.11111IC-Covele(falrnllals
DC
I)ry floors
I•1ool. sm Laces
• GVC( mallule-CovCIC(I 11111)1%
f)t
Slo(led lloUls;
Waterers located over slotted fluols;
Fecders at high end ursolid lluors;
Vk
Scrape manure buildlrp Irorn floors;
O
Underfloor venlifalion for drying
Manure cullcclion pits
• Urine;
Frequent manure removal by flush, pII Iecharge,
• Ihulial Iniclubiaf dccomposilitm
or scrape;
Dt
Utidrullour vcnlil�llinn
Velltllalioll exhaust fi111S
• VVlatlle uses;
Fall Illalll(ellance;
Dust
l;f ficicill air movelllelll
Intloul' surfaces
• Dust
K
Washdown belween gioups UrarlilllalS;
§6�
reed additives;
L�r
feeder covets;
Feed delivery downspout extenders to !ceder
covers
Hush Immks
9 Agi(alioii ofrecycled lagoon
Cl
Flusil lank covers;
li(Inid while links are lilting
ExIend fill lilies to near bollom of tanks with
all(I-511]FIUII VCntS
Flush alleys
• Agitation (luring %vaslewaler
IX
Underfloor flush with underfloor ve lilation
Conveyance
ra lechalge points
9 Agitation of recycled lagoon
Extend recharge Iines to near bullom of Ails
liquid while Ails are filling
1v1111 anti -siphon vents
Lill slatiuns
0 Agilalion during sump tank
O
Sump lank covers
filling and dramlowll
Uulside drain colledion Agilalion during waslewaler bL Box covers
or junclion boxes conveyance
ANIOC - November 11, 1996, Page 3

Source Canse I1i171's to ft1iniltti7e Udor Sile Specific I'l-ndices
laid of dminpilles at Agitation tlm mg Waslewa(er l:xtelld discllal'ge point of pipes nildell1Ca111
laguun cullvep-litce lagoon liquid level
Lagoon surfaces 9 Volatile gas emissions;
• Biological mixing;
• Agitation
I$ Troller lagoon liquid capacily;
Correcl lagoon starlup procedores;
Minimllm Surface area-Iv-vollnnc ratio;
Nil dnium agitation when pumping;
Mcchallicai acralion;
0 Proven biological additives
hrignilimi sprinkler • Iligh III essmC agil;lliull; '0 Ifrigale on dry days Willi liltle or no wind;
n07.71es Wind drill Minimum recommended olicraling lit essuic;
. �- l'tunp intake near lagoon liquid surface;
D Pump frum secund-Stage lagoon 144 tk
Storage lank of basin • radial mictobial decumpusillon; 0 Bottom or midlevel loading;
surface NW + Mixing while filling; D Tank covers;
• Agitation when emptying D Bashi surface mats ofsolids;
❑ Ili oven biological additives or oxidaiils
Setlling basin surface 0 1':nlial microbial decomposition; ❑ Exlend drainpipe outlels undenicallt liquid
NA5( • Mixing while filling; level;
• Agitation when emptying L1 Remove sellled solids regularly
Mamie, slurry of- sludge • Agitaliuu wlicu spreading; _ D Soil injection of slurry/sludges;
spicader uuticts Volatile as ernissiun5
�,1�� ';� Cl Wash residt1:11 lnanurc from spreader alirr use;
D Proven biological additives or oxidants
Uncovered manure, Volatile bay Cnlissiurls while D Soil injection ofslurry/sludges
slimy or sludge oil field drying CJ Soil incorporation within 48 hrs.;
surGlccs
0 Spread in thin wtiforin layers for rapid (hying;
© i'roveri biological additives or oxidants
Dead animals Carcass deculnposilioll Proper disposilioit of carcasses
Dead animal disposal • Carcass decomlloslllull Complete cum Itlb, of carcasse5 111 htirial plls;
Ails Iliuperlocal iou/cumntictiun of disposal Ails
Incineraluis 0 Incomplete eonlhustioll �K, Secondary stack burners
At Nuvember 11, 1996, rage 4
r

So1u ce Cause Ilil11 s to A-liuimize Udur Sile Specific Cradices
Slawlitig walcr aluond 0 Inlploper drainage; Grade and landscape such [flat water drains
Glcililics 0 Microbial dcconlpusitiotl of away 1110111 flcililics
organic maticr
Manme (racked onlu Pumly maiutaiucd access roads YL Farul access road nminlenatice
public malls from I:um
access
Additional hil-mmalion :
Swine Manure Mallagcnlcui : 112t1q llulclllMlI racket
Swiuc I'toducliull I'.11111 Plllcrrlrill Odor Summand Remedies ; EBAE Fad Slice(
Swine I'ruduclion Facility Malnue Managelncill: I'il Recharge - Lagoon Ticatmenl ; EBAE 128-88
Swinc I'ludocliun Facilily mantic Managenlcnt: lJndelfloor FluSh - Lagoul►'Ileallllent ; FIBAE 129-88
Laeoon 13esigrl and Management for Livestock Manure "frcamient and Slomge ; EBAG 103-83
Calibratiull of M.nnuc and Wasicwaler Applicalion lilloilmicul ; EBA1s Fact Slice[
Corlllollitlg U[Iors Ir11m S%vilie Illlihiiiigs ; 11111-33
L•nvirontncnlal Assmance Program ; NI'l'C Manual
Uplitrlls for Managing Otlor ; a tepotl fiom Ilse Switic Odor Tisk Force
Nuis.mce Concerns in Animal Madre Management: Odills and flies ; I'I O107, 1995 Conference Proceedings
ANIOC - November 11, 1996, Page 5
Available Flom :
NCSU, Catlmly Exicnsion Cei lcl
NCSU - IIAE
NCSU - BA1;
NCSU - IIAI:
NCSU - IIAI:
NCSU - BAE
NCSU - Swine E-mcnsittn
NC fork Producers Assoc
NCSU Agri Commimicalions
Florida Cuoperative Extension

Insect Control Checklist for Animal Operations
Solace Cause ljllil's to Control 111sects Silc Sprcilic t'racliccs ,
Syslrlus
Flush Gultcls Accnnu latiun afsolids I hlsh system is designed and operated
sufficiently to remove accllloulated solids floral
gullets as designed.
I Rcmove bridging ofaccumulated solids at
Lagoons will Ills • CIIISIe[I Solids klallrlalll lagoons, settling basins and Mils uncle
pest b iecding is apparent to minimize Ilse
crusting of solids to a depth or no mote 'thao 6 -
8 inches over.more than 7U''/• of surface.
Excessive vegclalive • Decaying vegetation Maintain vegetative control along banks of
Glu►vlll lagoons and other impoundments to plevew
accumulation of decaying vegetative platter
along watel's edge on hupolludrnent's pernncler.
Dry Systems
Feeders Deed Spillage Design, operate and mainlain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
of Clean up spillage Oil a rolrtille basis (e.g., 7 - I U
1 day interval during summer; 15-3U day interval
1 during ►winter).
Feed Slorage 0 Accum
A, ,Vumnber 11, 1996, Page I
oils of Iced Iesidues Reduce moisture accumrlation within and
around immediate perimeter of fred storage
areas by insuring drainage away front site
nodlor providing adccluate conlaimuent (e.g.,
covered bill for brc►ver's grain and similar high
moisture grain products).
Inspect for and Ieiuove or break up accumulated
solids in lifter strips around feed storage as
needed.

Soirrcc Caine HMI's to Coulrol insects Site Sliccilic I'l-.1diccs
Aninial I lolding Aicas Accumtsialions ofTudiml %vasics EFIllinate low areas Ihat ball nloisiuie along;
aml Iecd waslag a fences and ollicr Imalimis wheie waste
accumulates and disimbance by animals is
iIlII11111:E1.
Maintain fence rows and filler drills around
animal holding areas to minimize
accuniukilivas ofwasics (i.e., inslicct for and
remove or break up accumulated solids as
Ilecdc(l).
Di h•lanuic I landling Acutimulalimis of animal wasles JS Hemove spillage un a rouline basis (e.g., 7 - I
Systems f� day interval dui inn summer: 15-30 day inlcrval
1 during winter) whcic manure is loaded liir hm(4
applica(iou or disposal.
Provide for adequale drainage around nimmic
stockpiles.
0 Irispecl for and rcinove or break up accunnrlaled
wasles in filler strips around stockpiles and
manure handling areas as necded.
For more hifonnaiion cnnlacl the Cooperative I1xtcrisioll Scrvice, Ucpailment of EWuniology, Ilux 7613, With Catulina S(atc University,
101cigh, NC, 27695-7613.
AMIC - November 11, 1996, I'age 2

EIVIERGENCY ACTION PLAN
D�V PHO: vliyiBER S
Q x ayc +►��
E1lERGENCY ,'YIAVAGc�vEN SYSTEM 111
SWCD Rlb S
NRCS 592-7Db
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
ail employees at the facility. The fo!lowing are some action items you should take.
1. Stop the release of wastes. Depending on the situation. this may or may not be
possible. Sug-ested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) chat caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharze.
d. Repair all leaks prior to restarting pumps.
D: Leakage From Hush systems. houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all tiows in the house. r1ush iystems. or solid seourators.
l s. 1990

e. Repair all leaks prior to restarting_ pumps.
E: Leaka_e from base or sidewali of Lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage.
putt in a submersible pump. and pump back to lagoon.
b. It holes are caused by burrowing animals. trap or remove animals and Fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
?. Assess the extent• of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration'?
c. Anv damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property'?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal -business hours, call your.DWQ (Division of water Quality)
regional office; Phone - After hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill. weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local E'MS Phone number -
c. instruct EMS to contact local Heaith Department.
d. Contact CES, phone number - - , local S`vCD office phone number
and local MRCS 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 that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: s ev
b. Contractors Address: S . 'T y3
c. Contractors Phone:
Decernber l ti. 19L'n

% J.
Mortality )Management)Methods
(check which method(s) are beimz implemented)
G Burial three feet beneath the surface of the around within 2T hours after
knowledge of the death. The burial must be at least 300 feet tram anv flowing
stream or public body of water.
J Rendering at a rendering plant licensed under G.S. 106-163.7
Complete incineration
J In the case of dead poultry only. placing in a disposal pit of a size and design
approved by the Department of Agriculture
u Anv method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December IS.. 1996

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SOILS INVESTIGATION
BOBBY RAY ATKINS
MONTGOMERY COUNTY
SITE NO. 2 (SOUTH SIDE OF ROAD)
Mr.•Atkins is planning the construction of a four house,
3520 wean -to --feeder swine operation on this site. A waste
treatment lagoon will be constructed to hold and treat the
effluent prior to land application.
On March 4,1994 a soils investigation was done on the
proposed,site. A backhoe was used to excavate test pits to
determine site suitability for the construction of the
proposed lagoon. The predominant soil materials encountered
were ML, CL, CH (unified classification). The ML is silt
with a low liquid limit, CL is a clayey material with a low
liquid limit, CH is a clayey material with a high liquid
limit. These materials are satisfactory for use in an
embankment and the ML, CL,,and CH,materials have relatively
low permeability when properly compacted. Five test pits
were excavated. In test pit No. 1 , slate rock was
encountered at a depth of.1.5 feet. Weathered slate
materials were encountered in test pits Nos. 2,3, and 4.
conclusion
This site has moderate limitations for construction of a
lagoon. The lagoon should be located approximately as shown
on the Soil Investigation Log Sheet. A sheepsfoot roller
should be used for compaction on this site.

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MMIMMIMMIMMIMMIMO

Operator:BOBBY RAY ATKINS County:
MONTGOMERY
Date:
03/26/94
Distance to nearest residence (other
than
owner):
0.0
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
0 head (finishing only)
x
135
lbs. -
0
lbs
0 sows (farrow to wean)
x
433
lbs. =
0
1bs
3552 head (wean to feeder)
x
30
lbs. =
106560
lbs
Describe other :
0
Total Average Live Weight = 106560 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/1b. ALW = 1 CF/lb. ALW
Volume = "106560 cubic feet
3. STORAGE VOLUME FOR'SLUDGE ACCUMULATION
Volume = 0.5 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length ( feet) -------------------------- 200.0
Inside top width (feet)---------------------- 140.0
Top of dike elevation (feet)----------------- 46.5
Bottom- of lagoon -elevation (feet) ------------- 35.5
Freeboard (feet) ------------------ 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/EN02 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 194.0 134.0 10.0
AREA OF TOP
LENGTH * WIDTH =
194.0 134.0
AREA OF BOTTOM
LENGTH * WIDTH
134.0 74.0
25996 (AREA OF TOP)
9916 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
164.0 104.0 68224 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) 0EPTH /d
25996.0 68224.0 9916.0 1.7
Total Designed Volume Available = 173560 CU. FT.

r-
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
200.0 140.0 28000.0 square feet
Buildings -(roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 28000.0 square feet
Design temporary storage period to be 180 days.
5A.. Volume of waste produced
Feces .& ur.ine'rproduc.tiori_:,Jn, gal, /day per 135 lb. ALW 1.37
Volume = 106560 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 194650 gals. or 26022.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 16333.3 cubic feet

�D. Volume of 25 year - 24 hour storm
Volume = 6.5 inches / 12 inches per foot * DA
Volume = 15166.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
26023
cubic
feet
5B.
0
cubic
feet
5C.
16333
cubic
feet
5D.
15167
cubic
feet
TOTAL 57523 cubic feet
5. SUMMARY
Temporary storage period==- ________________> 180 days
Rainfall in excess of -'evaporation=====___=__> 7.0 inches
25 year - 24 hour rainfall=====_-____---_=__> 6.5 inches
Freeboard=====_________ ___________________> 1.0 feet
Side slopes-=----____________________________> 3 A . 1
Inside top length===________________________> 200.0 feet
Inside top width =__ _____-__.�_______-____> 140.0 feet
Top of dike elevation_________________---___> 46.5 feet
Bottom of lagoon eleva-- tion=====_-____-_-___> 35.5 feet
Total required volume=====______=____-______> 164083 cu. ft.
Actual design volume=====______________=____> 173560 cu. ft.
Seasonal high watertable elevation (SHWT)===> 34.0 feet
Stop pumping 43.0 feet
Must be > or = to the SHWT elev.----_____> 34.0 feet
Must be > or = to min. req. treatment el.=> 41.5 feet
Required minimum treatment volume=====______> 106561 cu. ft.
.Volume at stop pumping elevation==-==_____=_> 114107 cu. ft.
Start pumping elev.________________________> 44.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 158393 cu. ft.
Volume -at start pumping elevation=====______> 157075 cu. ft.
Required volume to be pumped======__________> 42356 cu. ft.
Actual volume planned to be pumped==========> 42968 cu. ft.
Min. t ickness Eofsaoil.alnerwhen required�=f=> 1.6 feet
7. DESIGNED BY: i APPROVED BY: l'��� 'FOLj
DATE: 3.a��Cj� DATE:-��-QLI'
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

�u-rs'vry /- 4
OPERATION ,AND MAINTENANCE PLAN
PROJECT/FARM/FACILITY # �Qa'"i AOUY eay 44VVS
DATE: 1. r.Z.99
A visual inspection of the waste storage pond or lagoon will be performed
at least twice a year. The inspector should check the condition of the dam
and the emergency spillway. The inspector will need to look for signs if
slope failure and seepage on the back slope and the toe of the dam. Also, a
very close look will need to be made to check for signs of damage due to
varmint (ground hogs, muskrats, etc.) burrows. A visual inspection should
be made after heavy rainfall events to ensure that the structure is not
experiencing erosion rills or gullies. Any problems found should be brought
to the attention of the technical specialist for repair recommendations.
The waste storage pond or lagoon will need to be mowed twice a year. All
eroded areas shall be repaired and stabilized. Areas that do not have an
adequate ground cover shall be reseeded to provide a vegetative cover
sufficient to restrain erosion. the dam and all constructed slopes will
need to be fertilized annually with 500 pounds of 10-10-10 per acre or
equivalent.
A permanent waste storage pond or lagoon marker will be established and
maintained in the waste ool. The maximum liquid level marker should not
exceed elevation 43•W . Daily lagoon level records should be kept
on an appropriate form.
Maintain all waste handling equipment in accordance with manufacturer's
specifications.
All waste application shall be completed in accordance with the waste
utilization plan. The waste storage pond or lagoon will be pumped at the
end of each design storage period days or (p months) or as
needed due to excess rainfall.
All surface runoff is to be diverted from the lagoon to stable outlets.

SOILS INVESTIGATION
BOBBY RAY ATKINS
MONTGOMERY COUNTY
SITE NO. 1 (NORTH SIDE OF ROAD)
Mr. Atkins is planning the construction of a four house,
3520 wean -to -feeder swine operation on this site. A waste
treatment lagoon will be constructed to hold and treat the
effluent prior to land application.
On March 4,1994 a soils investigation was done on the
proposed site. A backhoe was used to excavate test pits to
determine site suitability for the construction of the
proposed lagoon. The predominant soil materials encountered
were ML, CL (unified classification). The ML is silt with a
low liquid limit, and CL is a clayey material with a low
liquid limit. These materials are satisfactory for use in an
embankment and the.ML and CL materials have relatively low
permeability when properly compacted. Five test pits were
excavated. In all test pits we encountered weathered slate
type materials. The depth to this layer of material varied
from 3.0 feet to 9.0 feet. The hardness of this material
also varied from pit to pit.
Conclusion
This site has moderate limitations for construction of a
lagoon. Weathered slate materials were encountered in most
of the test pits that were excavated. The amount and density
of this material cannot be estimated from the test pits that
were excavated. The lagoon should be located away from test
pits No. 2 and No. 4 as shown on the Soil Investigation Log
Sheet. A sheepsfoot roller should be used for compaction on
this site.

Op.erator:BOBBY ATKINI County: MONTGOMERY
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
Date: 04/06/94
2000.0 feet
' 0 sows (farrow to finish) x 1417 lbs.
- 0 lbs
0 sows (farrow to feeder) x 522 lbs.
- 0 lbs
0 head (finishing only) x 135 lbs.
-- 0 lbs
0 sows (farrow to wean) x 433 lbs.
- 0 lbs
3552 head (wean to feeder) x 30 lbs.
= 106560 lbs
Describe other
0
Total Average Live Weight = 106560 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 lbs. ALW x Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW = 1
CF/lb. ALW
Volume = 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.5 cubic feet
4_ TOTAL DESIGNED VOLUME
inside top length (feet)-----------------------------
230.0
Inside top width (feet)--------------------------------
120.0
Top of dike elevation (feet)------------------
45.0
Bottom of lagoon elevation (feet) ------------
34.0
Freeboard (feet) -----------------------------
1.0
Side slopes ( inside lagoon) --------------------
3.0 1
Total design volume using prismoidal formula
WEND SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 224.0
114.0 10.0
AREA OF TOP
LENGTH * WIDTH
224.0 114.0
AREA OF BOTTOM
LENGTH * WIDTH =
}64.0 54.0
25536 (AREA OF TOP)
8856 (AREA OF BOTTOM)
AREA OF M!000001
LENGTH WIDTH :r. 4
194.0 84.0 65184 (AREA OF MIDSECTION * 4)
CO. FT. _ (AREA TOP + WAREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
'5536.0 65184.0 8856.0 1.7
Total Designed Volume Available = 165960 CU. FT.

f �
4
i
5 TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
230.0 120.0 27600.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 27600.0 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 = 106560 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 194650 gals. or 26022.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount_
S: �8
180 days excess rainfall = --7--0 inches
Volume : 7.0 in * DA / 12 inches per foot
Volume = 16100.0 cubic fakmi
4
i
5 TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
230.0 120.0 27600.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 27600.0 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 = 106560 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 194650 gals. or 26022.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount_
S: �8
180 days excess rainfall = --7--0 inches
Volume : 7.0 in * DA / 12 inches per foot
Volume = 16100.0 cubic fakmi

50. Volume of 25 year - 24 hour storm
Volume = 6.5 inches / 12 inches per foot * DA
Volume = 14950.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
SA.-
26023
cubic
feet
5B.
0
cubic
feet
5C.
16100
cubic
feet
5D.
14950
cubic
feet
TOTAL 1 57073 cubic feet
6. SUMMARY
Temporary storage period=====-=-=-=-----===-> 180 days
Rainfall in excess of evaporation=====_=____> 5.4-8 inches
25 year _ 24 hour rainfall=----___-------__-=> 6.5 inches
Freeboard=====______________________________> 1.0 feet
Side slopes_____________________________ ___> 3.0 . 1
Inside top length=====__-_----_-----=====---> 230.0 feet
Inside top width____________________________> 120.0 feet
Top of dike elevation_______________________> 45.0 feet
Bottom of lagoon 34.0 feet
Total required volume=====__________________> 163633 cu- ft.
Actual design volume________________________> 165960 cu. ft.
Seasonal high watertable elevation (SHWT)===> 0.0 feet
Stop pumping el ev . ____ _--___----____________
-> 41.5 feet
Must be > or = to the SHWT elev. _---- __> 0.0 feet
Must be > or = to min. req, treatment el.=> 40.0 feet
Required minimum treatment volume=====______> 106561 cu. ft.
Volume at stop pumping elevation =_______=> 107444 co. ft.
Start pumping e1 ev . ____---------_____________> 43.4 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr,- 24 hr. rainfall==> 151010 cu, ft,
Volume at start pumping 149787 cu, ft.
Required volume to be pumped-___:== =___=---> 42123 i. ft_ x:
'actual volume planned to be p"mped=======___> 42343 cu. ft.
Min. t i ckness of soil liner when ref;u i red= => 1 . 6 foot
7. DESIGNED BY: L APPROVED BY:
DATE: l _. `7 DATE:
NOTE: SEE. ATTACHED WASTE UTILI?ATION Pi_AN

VA -
�J1stv-y S-S
OPERATION AND MAINTENANCE PLAN
PROJECT/FARM/FACILITY # $vile 4 X1KS
DATE: 7- 12 - 11
A visual inspection of the waste storage pond or lagoon will be performed
at least twice a year. The inspector should check the condition of the dam
and the emergency spillway. The inspector will need to look for signs if
slope failure and seepage on the back slope and the toe of the dam. Also, a
very close look will need to be made to check for signs of damage due to
varmint (ground hogs, muskrats, etc.) burrows. A visual inspection should
be made after heavy rainfall events to ensure that the structure is not
experiencing erosion rills or gullies. Any problems found should be .brought
to the attention of the technical specialist for repair recommendations.
The waste storage pond or lagoon will need to be mowed twice a year. .All
eroded areas shall be repaired and stabilized. Areas that do not have an
adequate ground cover shall be reseeded to provide a vegetative cover
sufficient to restrain erosion. the dam and all constructed slopes will
need to be fertilized annually with 500 pounds of 10-10-10 per acre or
equivalent.
A permanent waste storage pond or lagoon marker will be established and
maintained in the waste pool. The maximum liquid level marker should not
exceed elevation 4,9 . Daily lagoon level records should be kept
on an appropriate form.
Maintain all waste handling equipment in accordance with manufacturer's
specifications.
All waste application shall be completed in accordance with the waste
utilization plan. The waste storage pond or lagoon will be pumped at the
end of each design storage period.( / Qd days or 4O months) or as
needed due to excess rainfall.
All surface runoff is to be diverted from the lagoon to stable outlets.

utsPUlTrnenT of tnvivnnment, For
Hrdtth and Named" Aow4m �A.
DtvWon of &Mrorvnentol Managrnent
Joma B. Hunt, Jr., Govemor
Jonathan B. Howes. Secretary ED FE NJ f R ..
A. Preston Howard. Jr.,. P.F.; Director
INSTRUCTIONS FOR CERTIFICATION OF APPROVED ANIMAL WASTE MANAGEMENT PLANS FOR
NEW OR EXPANDED ANIMAL WASTE MANAGEMa1T SYSTEMS SERVn;G FEEDLOTS
In order to be deemed permitted by- the Division of. Environmental Management`
(DEH), the owner of any new or expanded animal waste management system.
constructed after January 1, 1994 which in designed to serve greater than or
equal to the animal populations listed below is required to submit a sigrad
certification form to DEM hsfm the now animals are stocked on the farm.
Pasture operations are exempt from the requirement to be certified.
100 hand of cattle
75 horses
230 & crane
1,000 sheep
30,000 binds with a
liquid waste sYsten
The certification must be - signed by the owner of the feedlot (and manager if
different from the owner) and by any technical specialist designated by the Soil
and Water Conservation Coamtission pursuant to 19A NCAC 6? .0001-.0005. A
technical specialist must verify by an on -site inspection that all applicable
design and construction standards and specifications are met as installed and
that all applicable operation and maintenance standards and specifications can
be met.
Although the actual number of animals at the facility may vary from time to time,
the design capacity of the waste handling system should be used to determine if
a farm, is subject to the certification requirement. For example, if the waste
system for a feedlot is designed to handle 300 hogs but the average population
will be 200 hogs, then the waste management system requires a certification.
This certification is required by regulations governing animal waste management
systems adopted by the Environmental Management Commission (F-4C) on December 10,
1992 (Title 15A NCAC 2H .0217).
T * .
On the •reverse side of this page is the certification ford which must be
submitted to OEM before new animals are stocked on the farm. Assistance in
completing the form can be obtained from one of the local agricultural agencies
such as the soil and water conservation district, the USDA -Soil Conservation
Service, or the N.C. Cooperative Extension Service. The form should be sent to:
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P.O. Box 29535
Raleigh, N.C. '27626-0535
Phone: [phone]�'
' Steve W. Tedder; Chief
water Quality Section
Form ID: ACNEW0194 Dater �"_tlti
P.O. Box 29535. Rdoigh, North Caa4r.a 27626 ZM Telephone [phone] FAX [phone]
An Equal 00000urAy AffUmcfNe Action rarlSoyer W%recycled/ 10'4 post -consumer paper

Please retWo Me 9=A to the Divisisa at lftvt ameatal ] umvemeat at
tha &duo" 46 ow an "M 46" pi this EseM.
Name of fam i • riat) ,- C` s
Address: 4
IIA Phone �o. - - %
CountyN VVl
Farm location: Latitude and Lanaitude:35 ° So /_220ff'L2 (required) . Also,
Please attach a copy of a county road map with location identifie
Type of operation (swine, layer, dairy, etc.) : QUIWK_ - _u}O�Anl_ _ n lfi�e.�A {L
Design capacity (number of animals) - -
Average size of operation'(12 month population avg.); 1_
Average acreage needed for land application of waste (acres)s o
awrwwwswwwwwwwwwwwrwwwwawawrwawrwswawwwwwwrsaawrwwwssw wswwwwwrrswwrwwrasarwwws
Tsahaiaal 8peaialist GrtifiaaC3oa
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC GF .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management .plan that meets the design, construction,
operation and- maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15a NCAC 2H.0217 and
15A NCAC 6F-0001--0005. The following e'lements and their corresponding minimum
criteria -have —been —verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent .for lagoons or waste storage ponds; waste storage capacityi adequate
quantity and amount of land for waste utilization (or use of third party)I access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
stores.
Same of Techaica3.fpeaiali t (Please Print) f) V
Affiliation• -
Address (Ag. cy): `S Phone No. •'%- .a
Signature: Date:
wswwwwaw as>tswrrrrwwarawrrrrswwwwwwoomemrssrw=sawswramasrwwwrwameowyrs
owaex/]tanager Agxeemaat
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the wants treatment and storage system or construction of new
facilities,will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a story event less severe than the 25-year, 24-sour storm. The
pproved plan will be filed at the farm and at the office of the local Soil and
ater Conservation District. `�
cams of Land owner lease Print) e g n W o U klA� �L S —_ - -
Signature •
Mama of Xanag if ifferent from owner (Please print)m
signature: • - Date:
Z,gess A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to, the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACM4#

11 0
vapurrmem Or �nvirrtnment,
Hed th and Na twO cft
Dfvwon of EnVV0rmeMol•MaMgWT nt
James B. Hunt, Jr., Govemor
Jonathon B. Howes, 34cretary
A. ProstOn Howard, Jr., P.E., Director
E""FR
INSTRUCTIONS FOR CERTIFICATION OF APPROVED ANIMAL WASTE MANAGEMENT PLANS FOR
NEW OR EXPANDED ANIMAL WASTE MANAGEKENT SYSTEMS SERVING FEEDLOTS
In order to be dewed permitted by the Division of Environmental Management
(DEK), the owner of any new or expanded animal waste management system
constructed after January 1,. 1994 which is designed to serve greater than or
equal to the animal populations listed below is required to submit a sigr.+ad
certification form to DEN baLU1 the new animals are stocked on the farm.
Pasture operations are exempt from the requirement to be certified.
100 head a! cattle
73 harms* _
250 aviae
1,000 sheep
30,000 bites frith a liquid Waste WyWtAia
The certification must be signed by the owner of the feedlot (and manager if
different from the owner) and by any technical specialist designated by the Sail
and Water Conservation C, mission pursuant to 15A NCAC OF .0001-.000S. A
technical specialist must verify by an on -site inspection that all applicable
design and construction standards and specifications are met as installed and
that all applicable operation and maintenance standards and specifications can
be met.
Although the actual number of animals at the facility may vary from time to time,
the design capacity of the waste handling system should be used to determine if
a farm is subject to the certification requirement. For example, if the waste
system for a feedlot is designed to handle 300 hogs but the average population
will be 200 hogs, then the waste management system requires a certification.
This certification is required by regulations governing animal waste management
systems adopted by the Environmental Management Commission (EMC) on December 10,
1992 (Title 15A NCAC 2H .0217).
On the reverse side of this page is the certification ford which must be
submitted to OEM before new animals are stocked on the farm. Assistance in
completing the form can be obtained from one of the local agricultural agencies
such as the soil and water conservation district, the USDA -Soil Conservation
Service, or the N.C. Cooperative Extension Service. The form should be sent tos
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P.O. Box 29 53 5
Raleigh, N.C. 27626-OS3S
Phones 919-733-5083,E ester �.�
Steve W. Tedder, Chief
Water Quality Section
Fors IDr ACIMWO194 Dates
P.O. Boot 29635. ndeigh. North Ccrolno 2762&OM TeloOmm s 919.733.7015 FAX [phone]
M Equoi OpPc"w * AtilrmotNre Action rsr, *wm W%fecYeted/ 10% Pod-c2nzXnW Pao«

r�uOLS, ,
ax3Z3KChL ram 1w [ xxrw� rXI=AVs
Please weteA %be wgZeAd fills to the Divisisa of Davtrea tal sauaassimat at
t1ke sdasw r►.iw M �1%M a �iis teem.
Name of fam iplease rint LZS6 S
Address:'
Phone No
County. tcA
Farm location: Latitude and Longitude:°?_k' M` 12V ZC yE' (required) . Also,
please attach a copy of a county road map with location identifi d.
Type of operation (swine, layer, dairy, etc.) :
Design capacity (number of animals): A=Cia L.
Average size of operation'(12 month population avg.): 3 5Sl�
Average acreage needed for land application of waste (acres):
srrtarsrsrarrrrrrrrsrrss�rsasses;sear;sssassssrrssssasrssrsassssaasssssrrrsrsss
Teahaioal Specialist Grtifiaatian
As a technical specialist designated by the North Carolina Soil and water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management .plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.02I7 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-havAL-been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage•ponda; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwatar runoff events lass severe than the 25-year, 24-hour
storm.
Same of Trahn4cal t (Please Print)
Affiliation• R sir C
Address (A ency): Phone No. 3
n Sigature: Date:
ssssasasar sears......rsrsssassrsassass�srssasswrrssssasssasrsassarr
owner/Manager AQre�t
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know -that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management •before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Name of Land owner Pleqpe.Print): tn A_�kt ki s�,
Signature • Date: __ a. 3 ` `i c/
Dams of Nana , if different from owner (Please print)t
Signature: - Date:
gets: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to l,the Division of
Environmental Management within 60 days of a title transfer.
DE 4 USE ONLY : ACNEWO

Revised January 22, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number G'z-
Farm Name: .•t�
On -Site Representative:
Inspector/Reviewer's Name: R 05 A
Date of site visit: I/ ?Zff
Date of most recent WUP:
Operation is flagged for a wettable
acre determination due to failure of
' /Part 11 eligibility item(s) F1 F2 F3 F4
v Operation not required to.secure WA
determination at this time based on
exemption E1 E2 E3 E4
Annual farm PAN deficit: /9O pounds
Irrigation System(s) - circle #: 1. hard -hose traveler; 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system wlpermanent pipe; 5. stationary sprinkler system wlportable pipe;
6. stationary gun system wlpermanent pipe; 7. stationary gun system wlportable pipe
PART I. WA Determination Exemptions (Eligibility failure, Part II, overrides Part I exemption.)
E1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D203 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or PE.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
_j.Z t4 75% rule exemption as verified in Part III. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part ll. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Part 111).
PART II.75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails one of the eligibility
requirements listed below:
.F1 Lack of acreage which resulted in over application of wastewater (PAN) on spray
field(s) according to farm's last two years of irrigation records.
F2 Unclear, illegible, or lack of information/map.
F3 Obvious field limitations (numerous ditches; failure to deduct required
buffer/setback acreage; or 25% of total acreage identified in CAWMP includes
small, irregularly shaped fields - fields less than 5 acres for travelers or less than
2 acres for stationary sprinklers).
F4 WA determination required because CAWMP credits field(s)'s acreage in excess
of 75% of the respective field's total acreage as noted in table in Part III.
Facility Number

Revised January 22, 1999
Part 111. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER'.2
TYPE OF
IRRIGATION
SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD
%
I COMMENTS3
7
. D
. D
7S_
FIELD NUMBER` - hydrant, pull, zone, or point numbers may be used in place of field numbers depending on CAWMP
and type of irrigation system. If pulls, etc, cross more than one field, inspectortreviewer will have to combine fields to
calculate 75% field by field determination for exemption if possible; otherwise operation will be subject to WA
determination.
FIELD NUMBER2 - must be clearly delineated on map.
COMMENTS' - back-up fields with CAWMP acreage exceeding 75% of its total acres and having received less than 50%
of its annual PAN as documented in the farm's previous two years' (1997 & 1998) of irrigation records, cannot serve as the
sole basis for requiring a WA Determination. Back-up fields must be noted in the comment section and must be accessible
by irrigation system.