820420_CORRESPONDENCE_20171231

NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
July 31, 2009
Brandon Faircloth
Brandon Faircioth Farm
2654 Autry Rd
Roseboro, NC 28382
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Natural esoAf 0 5 29M
r)ENHylZLE1?EGfONA
U'eelrreeman
Secretary
This is a follow-up to our March 3.2009 letter requesting an application from your facility for the continued coverage under one of the
Animal Waste Operation State Non -Discharge General Permits. Current General Permits expire on September 30, 2009. Copies of the
new General Permits are available at htty://h2o.enr,state.nc.uslaps/afouJapnlications,btm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure vour continued coverape under the State Non -Discharge General Permits, you must submit an application for permit
coverage to the Division. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by an Expiring
State Non -Discharge General Permit.' The application form must be completed and returned by September 3, 2009. Please note, you
must include two (2) copies of your most recent Waste Utilization Plan with the application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation ofNCGS 143-215.1 and could
result in assessments of civil penalties of up to $25.000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application. or any related matter please feel
free to contact the Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely.
t; �--:
Ted L- Bush, Jr-. Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office. Aquifer Protection Section
AFO Unit Central Files � 820420
Prestage Farms Inc
AQUIFER PRO T ECTION SECTION
1636 Malt Service Center, Raleigh, North Carolina 27699-1636 On
Location: 2728 Capital Boulevard. Raleigh. North Carolina 27604 NorthCarolina
Phone: [phone] FAX 1: 919-715-B88; FAX 2: 919-715-6048 k Customer Service: 1-877-623-6746 Y��1�� //�
Inlemet: www ncwaterouaii rg LZ l .o
An Eaual opporunity 1 Atrmative Action Employer

Waste Utilization Plan
Producer: Brandon Faircloth
County: Sampson
Name of Faun: Brandon Faircloth Farm
--
Location: P-A-Bax-9ff 4S'5 a 1)0N w Rb.
R MFINIM
Salemburg NC 28385
Phone: [phone]
AM1 4 M
Type of Operation: Feed -Finish
r a.
Number of Animal: 1240
UM-FAYETTEl4LLEREG10NAL0fHCE
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
2356 ton/year
Amount of plant available N (PAN) produce"ear:
2852 lbs./year
On Farm Records
1048 IbsJyear
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant 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 the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied In an er vironmentally
safe manner.
1. Always apply waste based on the needs of the aop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate fitter strips are
established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWO regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
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. In some cases you may want to have plant analysis shade, which
RECEIVED 1 DENR 1 DWQ
AQUIFER-PROTi=UlnN SECTION
AUG 0 7 2009

Brandon Faircloth Farm
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried oiA, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Lbs. N
Per Ac.
1659
1
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
2
WaB
CB -HAY
4.7
50
0.72
109
MAR-OCT
235
1659
3
WaB
CB -HAY
4.7
50
0.72
169
MAR4:)CT
235
1659
4
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
5
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
6
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
7
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
8
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1859
9
WaB
CB -HAY
4.7
50
0.36
85
MAR-OCT
235
1659
10
WaB
CB -HAY
4.7
50
0.36
85
MAR-OCT
235
1659
11
WaB
CB -HAY
4.7
50
0.36
85
MAR-OCT
235
1659
1-11
WaB
OS -HAY
1
50
6.84
342
OCT-MAR
50
Total 6.84
1949 lbs.
Available Nitrogen
2852 lbs_
On Farm Records
1648 lbs.
Surplus or deficit
-301 lbs.
Applying the above amount of waste is a big job. You should plan tine and have appropriate equipment to apply
the waste in a timely manner.

Brandon'Faircloth Farm Page 3
The applicator Is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc. intersixxled in bermudagrass), forage must be removed through
grazing, hay and /or silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, cane should be exercised not to let small grain to reach nv#*, ty,
especially We in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of berrnudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small gain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. Is We September or early October. Drilling is recommended over
broadcasting. Bermudagrass should he grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tattles are considered to be the usable acres excluding required buffers. filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates.
The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients
or other elements. Your production facility will produce approximately 446 lbs. of plant available
nitrogen per year in the sludge.
if you remove sludge every 5 years you will have approximately 2232 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bennudagrass hayland at the rate of 300 lbs/acre you will need 7
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 18
acres of land. Please be aware than these are Only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

Brandon Faircloth Farm
Page 4
of the sail at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to property inTigate the acres shown in tables.
Failure to apply the reoornmended rates and amounts of nitrogen shown in the tables may tyke this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Sail Type
Crop
Code
Applic.
Rat irk/hr
Applic.
Amount
1659
1
WAB
CB -HAY
0.6
1.0
1659
2
Wa6
CB -HAY
0.6
1.0
1659
3
WaB
CB -HAY
0.6
1.0
1659
4
WaB
CB4- AY
0.6
1.0
1659
5
WAB
CB -HAY
0.6
1.0
1659
6
WaB
CB+AY
0.6
1.0
1659
7
WAB
CB -HAY
0.6
1.0
1659
8
WaB
CB -HAY
0.6
1.0
1659
9
WAB
CB -HAY
0.6
1.0
1659
10
WAB
CB -HAY
0.6
1.0
1659
11
WAB
CB -HAY
0.6
1.0
1659
1-11
WaB __10STOY-1
0.6 1
1.0

Brandon Fairclath Farm
Page 5
This is the maximum application amount allowed for the soil assuming the arrrount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage Bind the temporary storage must be removed on the
average of once every S months. In no instances should the volume of the waste be stoned in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm_
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
property to apply the correct rates shows in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis repot for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Brandon Faircloth Farm
OwnedAManaW Agreement Brandon Faircloth
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design rapacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also urKlorstand that there must be no dim of animal waste
from this system to the surface waters 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 NCDWQ upon request.
Name of Facility Owner- Brandon-Fairdoth
Signature:
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Presage Farms, Inc. Phone: 91 Q-5W5749
Address: P.O. Box 438
Clinton, NC 28329
Signature: � _ Lt= C- �L
Date:12-a Y-05
Date:
Date: Z Z*

On -Farm Records for Modifying a Certified Animal Waste Management Plan
Name: Brandon Faircloth
Cumulative wastewater annlication
.
li
it
if
1NEF
. .1
.•1
©�
ONF7.7,7,11
■�:i
� 1
:•.11
. .1
i1
. • . 1 1
Average annual volume applied 1 6681601
Sum ma of waste analysis records
Month
n1
Year
PAN
JAN
01
2.1
APR
01
3.0
SEP
01
1.4
FEB
02
2.7
JUN
02
2.9
AUG
02
1.8
JAN
03
2A
MAY
03
3.4
DEC
03
2.5
Ave try t.
;;
2.5
Farm Ave 1 2.51 Pouf Per 1 000 9Wkm
Standard deviation for waste analysis = .48 x ave PAN
Standard deviation = 1.2 Ibe/1000 gal
Range of values to include in average =
1.3 to 3.7 Ih/1000 gal
Revised summary of waste analysis records
Month
Lagoon 1
Year
PAN
JAN
01
2.1
APR
01
3.0
SEP
01
1.4
FEB
02
2.7
JUN
02
2.9
AUG
02
1.8
JAN
03
2.4
MAY
03
3.4
DEC
03
1 2.5
Ave by L
I�VYdj2.5
Farm Ave 12,5pounds per iow gallons
Total m e6b2= 668,160 gal x 2.5 b PAN
Year YM 1000 gal
Total b e6m= 1,648
YM

Waste LIlilira Plan
u - ` Z-D
Producer: Brandon Fair+cloth
Name of Farm: Brandon Faircloth Farm
Location: P.O. Box 96
Salemburg NC 28385
Phone: [phone]
Type of Operation: Feed -Finish
Number of Animal: 1240
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year.
Amount of plant available N (PAN) producedtyear.
On Farm Records
County: Sampson
RECFII'
FEB 25 L-1-5
OEM -FAYt1 E LLE ::;" `:It OFFICE
2356 tontyear
2852 Ibs.Jyear
1648 Ibs.lyear
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface crater and/or groundwater. The plant 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 the Implementing your waste utilization plan in order to
maximize the feitllizer value of the waste and to ensure that it is applied in an ertvironmentally
safe manner.
1. 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.
2. Soil types are important as they have different infiltration rates. leaching potentials,
cation exchange capacities, and available crater holding capacities.
3. Normally waste shaft not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils, when it Is ralning, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWO regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutnerrts and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for differeft applications methods are
not the same.
The estimated awes 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. In some cases you may want to have plant analysis made, which

Brandon Faircloth Farm
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yeld/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Lbs. N
Per Ac.
1659
1
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
2
WaB
CB -HAY
4.7
50
0.72
189
MAR-OCT
235
1659
3
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
4
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
5
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
6
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
7
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
8
WaB
CB -HAY
4.7
50
0.72
169
MAR-OCT
235
1659
9
WaB
CB-I-IAY
4.7
50
0.36
85
MAR-OCT
235
1659
10
WaB
CB -HAY
4.7
50
0.36
85
MAR-OCT
235
1659
11
WaB
CB -HAY
4.7
50
0.36
85
MAR-OCT
235
1659
1-11
WaB
OS -HAY
1
1 50
6.84
3421
OCT-MAR
50
Total 6.84 1949 Ibs,
Available Nitrogen 2852 lbs.
On Faun Records 1648 Ibs.
Surplus or deficit -301 lbs.
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.

Brandon Faircloth Farm Page 3
The applicator Is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some Farts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses ni rogen.
In interpianted fields (Le. small grain, etc. Interseeded in bemrudagrass), forage must be removed through
grazing, hay and /or silage. Where grazing, plants should be grazed when they reach a height of six to nine
incites. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late In the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting sail grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or motored to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and nxxg likely will be, more than the acres
shown in the tables.
See attached neap showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates.
The sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients
or other elements. Your production facility will produce approximately 446 Ibs. of plant availarble
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 2232 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass Wand at the rate of 300 lbslacre you will need 7
awes of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 18
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of Irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

Brandon Faircloth Farm
Page 4
of the sal at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface ifrigation is the method of land application for this plan, it is the responsibility of the produoef and
irrigation designer to ensure that an irrigation system is installed to property irrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tames may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Trad No.
Field No.
Sal Type
Crop
Code
Applic.
Rat inlhr
Applic.
Amount
1659
1
WaB
CB4-tAY
0.6
1.0
1659
2
WaB
CB -HAY
0.6
1.0
1659
3
WaB
CB -HAY
0.6
1.0
1659
4
WaB
C134-LAY
0.6
1.0
1659
5
WaB
CS -HAY
0.6
1.0
1659
6
WaB
CB -HAY
0.6
1.0
1659
7
WaB
CB -HAY
0.6
1.0
1669
8
WAB
CB4-iAY
0.6
1.0
1659
9
WAB
CB -HAY
0.6
1.0
1659
10
WaB
CB -HAY
0.6
1.0
1659
11
WaB
CB -HAY
0.6
1.0
1B59
1-11
WaB 1
OS -HAY

Brandon Faircloth Farm
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situatlorts the application amotmt shown cannot be applied because of the
nitrogen limitations. The maximum applcation amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every B months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one toot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the taffies may make this plan invalid.
Can your technical specialist after you have n+e wvs the waste analysis report for assistance in determining the
amount of waste per acne and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Brandon Falrcloth Farm
Owner/Manager Agreement Brandon Fairdoth
1 (we) um lerstand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) I mw 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 North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no disdkauge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-yew, 24 tour
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 MI be available for review by NCDWQ upon request.
Name of Facility Owner. Brandon -Faircloth
sigrkatr.rre:
Name of Manager (if different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc.
Address: P.O. Box 438
Clinton, NC 28329
Signature: 4, ACA-v— C �---
Phone: 91 Q-596-5749
Date: 02-a Y "45
Date:
Date: 2 24 e

0 wq
On -Farm Records for Modifying a Certified Animal Waste Management Plan
Name: Brandon Fairdoth
Cumulative wastewater andication
Ii
1It
11
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• • • 1 1
:r, :r+7
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Average annual vofw w applied
Total lb FNE
Yeff
Total 26b`-
Yew
Summa of waste analysis records
Month
Lagoon1
Year
PAN
JAN
01
2.1
APR
01
3.0
SEP
01
1.4
FEB
02
2.7
JUN
02
2.9
AUG
02
1.8
JAN
03
2.4
MAY
03
3.4
DEC
03
2.5
Ave b y L
-hW:,_
2.5
Farm Ave t 2.5 pounds per 1000 gallons.
Standard deviation for waste analysis = .48 x ave PAN
Standard deviation = 1.2 V1000 gal
Range of values to induce m average a
1.3 to 3.7 lb/1000 gal
Revised summary of waste analysis records
Month
Lagoon oon 1
Year
PAN
JAN
01
2.1
APR
01
3.0
SEP
01
1.4
FEB
02
2.7
JUN
02
2.9
AUG
02
1.8
JAN
03
2.4
MAY 1
03
3.4
DEC
03
2.5
Ave by t
k�0.
2.5
Farm Ave 1 2.5pouros per 10o0 gallons
am,160 gal x 2.5 Ib PAN
year 1000 gal
1,648

nil!
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o 1 �
Michael F. Easley, Govemor
William G. Floss Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E_, Director
Division of Water Quality
October 1, 2004 HF-CEIVED -
Brandon Faircloth 0Ci 1 1 �
Brandon Faircloth Farm
2654 Autry Rd OENR'Fa*TTNLLEREGIOMLOffiCE
Roseboro NC 28382
Subject: Certificate of Coverage No. AWS820420
Brandon Faircloth Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Brandon Faircloth:
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 27, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to
Brandon Faircloth, 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 AWS820420 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 Brandon Faircloth Farm, located in Sampson County, with an animal capacity of
no greater than an annual average of 1240 Feeder to Finish 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 unnecessary,
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] / FAX: [phone] Internet: h2o,enr.slate.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycledl10% Post Consumer Paper
NorthCarolina
;Vatmrally

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 MRCS standards a 100 foot separation
shall be maintained between water supply wells and any Iagoon, 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 (910) 486-I541. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
-�Ide —Y
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG 100000)
cc; (Certificate of Coverage only for all ec's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820420
APS Central Files

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natura! Resources
Alan W. Klimek, P. E=., Director
Division of Water Quality
May 1, 2003
Brandon Faircloth
Brandon Faircloth Farm
6695 Autryville Rd,
Autryville NC 28318
Subject: Certificate of Coverage No. AWS820420
Brandon Faircloth Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Brandon Faircloth:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004_ During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on February 27, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to
Brandon Faircloth, 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 AWS820420 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Brandon Faircloth Farm, located in Sampson County, with an animal capacity of
no greater than an annual average of 1240 Feeder to Finish 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 October 1, 2004. 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.
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. LWW,
hFED MR
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet httpJ/h20.enr_state.nc.us/rrdpu
Telephone [phone] Fax [phone]
Telephone [phone]
5011/6 recycled/10°� post -consumer paper

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 NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon 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 namelownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any pans, 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 7 R 7oshi at [phone] ext. 363.
Sincerely,
V
de /—
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG 100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Water Quality Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820420
NDPU Files

CAWWT W=rable —Tc Sia-.r.a.-y Sp..JWC,.. Field L.. Snaesr'.._0.99
STATIONARY GUN SYSTEM
FIELD DATA SHEET
1. Gun male and model number NELSau 409
2. Gun nozzle size (inch], . 81 ring orifice, taper bore orifice
3. Lateral spacing Ate I So [feet] by Gun spacing along lateral [feet]
4. Operating pressure at the gun 6) [psi]
5. Gun wetted diameter 7-60 ffeet]. +� measured or determined from gun chart
6. Number of guns operating at one time 1
7. Total number of guns or gun locations in the system { !
Exterior Guns: 3 part circle Is full circle
Interior Guns: fun circle
Gun Locations Permanently Marked: A yes no
S. Supply Line X Permanent Pipe Portable Pipe
_ ** 9. Lateral line size ['inch]. If more than one size, indicate size and approximate
length -of each. Can be done on the map.
** 10. Lateral line leaHth [feet]. (Longest lateral)
`*1L Supply line size finch]. If more than one size, indicate size and
approximate length of each. Can be done on map.
12. Supply line lensrth [feet]. Maximum pumping distance.
**13. Pump make a.-ld model number
*14. Pump capaci_3` 19Pnt1
** 15. Engine make and model numbw , or
** 16. Electric motor horsepower and rpm [hp] rpm]
Note: It is strongly recommended that gun wetted diameter be field
measured. It should be done on the longest lateral about half -way down the
lateral -
Locate each gun or gun location on the map. Indicate whether full -circle or part -circle
Show the locomon oftne supply line. Irrigated acres will be determined by lateral line, by
zone or by held.
** Optional date, furnish where possible
* * * Information furnished by
and/or.
Siva of awns or F miry R-ars-_ntative Signaiure of Iwnnil Spa3ist
12AtjnajI 1=A,*G4.i T-H
Printer Nam- of 0%=.— or Faeihn• R=ra..se =vw
Date --d- a - 016 _
Ca. GLRW1J CLIrro^(
Printed Nam- tti i e; hnical Smeci l
Date �♦/zoo

IRRIGATION SYSTEM PARAMETERS
Land Owner: Brandon Faircloth Date. 11/1/00
Address: 6695 AubWlle Rd.
AutryA le NC Facility No. 82-420
Telephone: [phone]
County: Sampson
TABLE 1 - Field Specifications
Sprinkler
Number
Maximum
Usable
Size of
Field
Soil Type
Slope
%
crop(s)(
Maximum
Application
Rate
in/hr
Maximum
Application
per Irrigation
Cycle
inches
1
0.715
WaB
0-2
BG , SG(graze)
0.6
1
2
0.715
WaB
0-2
BG raze , SG(graze)
0.6
1
3
0.715
WaB
0-2
BG raze , SG )
0.6
1
4
0.715
WaB
0-2
BG , SG
0.6
1
5
0.715
WaB
0-2
BG , SG
0.6
1
6
0.715
WaB
0-2
BG(graze), SG(graze)
0.6
1
7
0.715
WaB
0-2
BG(graze). SG(graze)
0.6
1
8
0.715
WaB
0-2
BG , SG(graze
0.6
1
9
0.3575
WaB
0-2
BG(graze), SG(graze)
0.6
1
10
0.3575
WaB
0-2
BG raze , SG )
0.6
1
11
0.3575
WaB
0-2
BG(graze), SG(graze)
0.6
1
Total 4
6.79
Computed By:I.%w�,r. C�tw

Stationary Sprinkler/Gun System
Land owner: Brandon Faircloth Facility Number: 82-420
Irrigation System
Designation: X Existing Irrigation System
New/Expanding
Irrigation System
Number of Stationary Sprinklers 0 # Interior sprinklers 11
# Exterior sprinklers
Wetted Diameter: 260 feet
Spacing: 150 feet
Sprinkler Pattern: X Multiple Laterals Single Lateral
Acres per Interior sprinkler from Table Column
0.715 Acres per Exterior sprinkler from Table 3 Column
C
Acres per Interior Sprinkler X # Sprinklers =
_ Acres
0.715 Acres per Exterior Sprinkler X 8 # Sprinklers =
5.72 Acres
0.3575 Acres in half circle 3 # Sprinklers =
1.07 Acres
6.79 Total Wettable Acres
Wettable Acre Computational
Worksheet CoMoleted by: [o,. C Date: t

WASTE UTILMATIOM PLAN
preaunn; - - -- -:Bra ndon Fa I Val MQ-t cn"nty: sampso'n
Name of Farm-Mandou Fai:cloth M-m
Lovatiun­ ---:6695 A4.Lryvil2e Rd.
No 2821'1�
Phone - -
Typo Operatim -------------- KEEDMIN
CtocQge Gtructur a - :Anaerotic Lagoca
H"Mod of
Amount of wamye pooduced per year --------------- 235G tons/ywar
Amount of plant available N MANI produced/yea: -: 1325 lbn./yeaz­
- Based on On-Faxm Recor
Thn wantn ipoy Y*Ur animal faaLlity mu"L be land applind at -a
specifLed rate to prevent pollaOlnn of surface water andzor
groundwakne. The plant nQirjenta in tho aoLmaj wente shouid be usE.
M reduce U6 amcank of annaeraLal fortiLiver required for thc.'
coops Q Cho Twics wLers LLn wasto in to bw appliad-
This wasto stilLzation plao uzes nUrogun an the Limiting
nW1r;WaL_ wasto "houic 00 "naLyzed befans enah applioation Oycla.
Annual aoll tests arm strongly encouraged so that all plant
nutrients can be balanced for realiztic yields of the crop to M_
grown -
Several actorn are important in impl&mentinG youv wantF--
utilization plan in coder to maximize tne fortilizer value Qf
waste ana to ensure that it is applied in an environmentally safe
mannor:
1. Always apply wasts baEna an the needs M the ctnp to be grown
and Ke nut riont Conto"t of the waste. Do "at apply Mor.F-
OUyogan Lhan MW crop can utilize=
2. MiL Lypoo non 1wpLw1,nL an they havu different infiltratinn
eaten. 3aawhing patantials, cation exchange capacities, and
available water holding c,pacitles-
S. Normally waots all not be applied Lo land axoding at m6rc=
Lhan 5 tons par avr& per ynay. Waste may be applied La land
stodinn at 5 or more tans per acre annually. buL less than
10 tGns por anra p"r year providi[ng Lhat ad"quato filte:
5trips are entabMmhed.
Do not apply waste an saturated sails, when it is ralusugA ov
when the surEaca is fro=en. Either of thonconditionmay
in runalf M Un .-Surface waters which in nut allowed undwr QWQ
regulations.
S. Wind conditions should also be considered M avai3d drift and
downwind adow problems.
Q_ To manimize the vQlun Qf the notrients io, coop production and
fav POI JUKan, tho wosta should 0;_-
applLwd to a growLng arop or appli"d not Mury than Cc daysi
prior to planting a orap ov foyagns breaking dormancy.
injeCting time waste oc disking will conseeve nutriants and
leduan Odwr PC063"Ms.
Thio pla" is based o" thw waste applinatlo" mm=od shown above. M
you chouse to chanym mathoda in the fut"re, you naed to r"vissir
this plan. Natriant 2e1?a2s for different app2icatJon methodw
aM thu nawe
Thm OnLim&L"O acues needed to apply Lhe animal waste is bosed oil
QpUAI wLrAant anntnnL Fac M, type of foc!llty.
inquiremwwLs ghauld he hanad on the waste analysis rwport frow

F�
moon, which could Allow additi 'nal wa�Lu to
p1wVi-Inny. =13 im main rot = area tec"iving wasky In:
ho 51ozibic vo no to PhangLag wayte snalyel" o-ntn&-
nno tho 003P type, 1.00 east ba applied to maintain PH in kQ-
totimum lanue f�r spealfic crop oduction.
This wanin uLj3ja"%10u plun, if naer;vd out, meet, th.-I
!"p ainty! !anon with 15A NCAC 2H .0217 adopLnd by tht!'.
Environmental Management Commission -
YOUR WnSTE UTILIZATION PLAN 13 BASED ON THE FOLLOWING:
Tract Field Coil clop Yield Lb&. N Acxw5 Lba. N Month to
No. N*. Type Coda /Accd ;Unit Und Apply
1 c5s
1
Wao
B
4-7
58.20
0.72
168
MAR-OCT
1G59
2
WaB
B
4.7
50.00
0.72
68
MAR-OCT
i65?
I
aS
A
4.7
005
2-
.7
92
s
MR0W0T
i&55
!
NaB
B
4.7
50-02
O72
168
MAR-OCT
i559
5
WAR
B
4.7
50-00
?.72
i6s
MAR-OCT
IG50
S
WaR_
B
4-7
5C23
2-72
118
MAR-00"I
i659
"
WOB
B
4.7
50-00
?.72
i68
MAR-nCT
059
a
WOB
B
4.7
50.20
0-72
IS8
MAP-OCT
i659
9
W.1i
2
4-7
50-00
0.36
168
MAR-OCT
ie5o
10
Wa a
B
1-7
50-00
0-?G
168
MAR-OCT
i&5?
11
WoT:,
n
4i7
50-00
O.SG
1S8
rAR-OcIr
! - I?
Was
4
N Z A
10.00
- G.79
140
SEP-APR
Total
6.5
?W
(!"�Iudny
aQmmsraial)
1125
Surplus
Or
Deficit
-1063
Crop codes: cvnp-ualt
A-Bazi-y-I:
cgraze) - Eons
V*nw
1 - tuna
1 noaLw - tu
i-Rys-bu-
K=Small gra La 'grate) -anr,_�r
LASmQ11 grain 4 hay)
M-Sacghuw(gralnl-cwt.
rd! - '_'! -i
V 00=00 f pact" was -ton",
2-SBDC soyboans Dc-bu.
ApplyLng the ahave ax*unt of waste in a big jub. You nh6uld plait
time ond havo appunpoLate aquipww"t to apply the waste in a timely
masnoy-

L:. I el i I •_, 0- . I y " - - -1 . - f , - ;_ , j is 7 i ,, ---! _ 11'. P_-- j k-- :,
T
A
fill n, I bc;, C, V 1 1: -w
MQ
I -A, a i, a d -.2 r
1 1 1 -r t
fy� T to i F-., pI -f-1 .1 C, 1-1 1
Tc-; Inte--L -:-I t_ 11. -,1 al 1. gra in 1.1
ber- Ili Lid .-I �J_17 C.-- T -�j ill LL.E, 1- 1"T ol-� 'n g r, -.iV .;!I lit
17 rL
s i x t.y n I r i inches. Cattle, be removed wher, plants
Lt-,? ::i he.-.gNit of irz---he-S. ILE
i b tit'! C 'D -L: 'zo: 4!. -a•,j 'a , �ZtrtF:
o `LCe L 14, a I I <j i n L r e_: ch III a t L, r i t y ally I a t e in
-ty.. 1 -iy' . "ading htay rtE+su' t if smal grain
r o I
j,-.- r rvL o d -a r a T 1.1 'L 1 t -.-t 1-1 J w I. I I i ck, and
1 n _:I g t-tn 10,_:!! t j I I , 11 Ra h t-- r - L n ii ri c a g :_i I 1 9 f a i n f ox-
Ilay rjr- �J.Jaga junt. haziO'gng -!:• i.� the- norm.',l L-ituation, you
C--ut Lh�F- !irlitall grairt earlictl-. way walA to
11av o_, t duy-ing Ll-ie-.
daper-Alog ;jz. Li ill Ill ,, i I j.x, -z i ri p .1 a n t cr J i.j Llb a C -:. J, 1
-1he grain, CA.,-_ J_;i. late
­r early octoD.er. D-2:-111ing i!-.
Should LiE, or istowc­J L,:i a 1iE4,U:q1iL JL)f abou". two
i wJkL;!be'-dC11 k-! cl --- A- 1 1, i ivj fc.) r- 1-1,t :i- 1. z.; I 11 L ; -, -
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under C-o.n,� ti ::,ns - Iq rate pcdzor, ing nu-ziy U rLi in
I j
livest6-a:k. Samp'Ling fa4•ag& cr lalay for n1tr-at-p_ levt<ls
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1,1111 appl icatli-in hua t.,z, ILI mitLat. ik:ons"_ Act,t-z, I total
acres I" the lield 1-LE�ted Thay, :Jod me-l:-L 1,LKL�-.1y Will LJL�, 'Llhan
th.- ac:feE. -ir. "he
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I linvWn FairWaLk Foom
Pago -
YCUr KWI it y in d0alln"d fOr 180 daya W MWpOLvVy M"10ye 0"d
ths Wmponary stonnye muat be yamovW 6a the average *E nnee every
5 WDwhs. T" no inuLanwx Whould the volume of the WaZLS be scored
1" YOUL . 0�& "i a Do wlth!n Lhe 25 year 24 hour stow gtocage &!:
shh224 hoe fovL f Wvh,"rdaxwepLAnt, ev"nt W Ne 5 yaw wui
sknrm
TL 15 Lhe renpunsiMiLy of ?hm praduaRs and waste appLiCaLor U.
ansuze that the sprw�jer equipment iz igerated properly to apply
hAs carra"t rateb Lo the aaws show" Ln Lhe Lables. Failucs ho
apply Me recommanWO taLws a"d sw�;""Lx M "Un—jen ulmwn Ln ths-,
LabWo may mate Min plan iavalid-
call ytmr
herh0wal
spevialiat
afton you receive
Lhe wastc-.
analysis
r,WarL for
aLsInVanue
in detecNining hhe
amount of waoW.,;
pvc acra
and Me priyat
applicUjo"
rate pri"r to
applying Lh,
WA-ts.
NARRATIVE OF OPERATION

W&STR UTIMAT.ate N PLAN nGREEMENT
Name of Farm: Mandou FaLreloth Far.11
1 4we3 undersLand and will follow and implemnat the
-'I'ld tjgk! tip-01000" a"d maintenance procedures establimhad in LO!
sppvwvud unimal wwwL, utilizaLlon plan for tha farm named above. 1
two) know that any expanalon Lo the anIaLing deaIgn capacity of
the w.aLs KrOMMent And WMrMGa system OE' Q006Lr13wtlon of now
faciMMI will req"ar= a uew MMKnaklan to be nubwM-d Lu LK".
North CaiMya Division uf Water Quality (NCDWO) before Lhe new
animals are smaked. 1 (wo) Mac undeastand that theta must he no
41schacyn of animal waaLe from Lhis system to the surface wsLex-;
of thu Lot, Tram a Morm avenL Mot severe than tho 25-year, 24--
hour Moom. The appnoved plan will he filed an-ait.e at the Farm
sEELQw and at M, Mfice of the local Sail and Wat&r nonservation
Vintrict and will ha available for review by NCDWQ upon raq,Rst-
Name of FaMIMY Own"I! semndon Faireloh"'.
(Please prInU
I'— . . U I �o� � Date:
Howe of Manugerilf diflorwnL from owner):
.... 13n"Luve: Da tar '
Rmme of pswhw"
pleparing
Plan:
A. 01"On
Clifton
Mwayn pl["L:'
nfIlliallon:
prantauO Farmn,
inc.
Phon�;
910-597-4776
Addroxgt
P 0 M� its
ENt, 249
ClInhu" NC
2920'."
C�4 L�-
%J1

On -Farm Records for Modifying a Certified Animal Waste Management Plan
Name: Brandon Faircioth
Cumulative wastewater aoolieation
Field
Yearly gallons ap
tied
1998
1999
2000
1
48720
87000
111360
2
41760
80040
88160
3
48720
73080
83520
4
27840
87000
83520
5
27840
43960
83520
6
27840
87000
83520
7
27840
76560
90480
8
13920
53360
90480
9
6960
27840
34800
10
6960
27840
34800
11
6960
27840
34800
Total
285360
671520
818960
Average annual volume applied 591947
Month
Lagoon 1
Year
PAN
May
1998
4.5
May
1999
2.7
Oct
1999
1.3
Feb
20001
1.5
Aug
2000
2.1
Ave by L
2.42
Summa of waste analysis records
Farm Ave L 2.421pounds Per 1000 gatbns
Standard deviation for waste analysis = .48 x ave PAN
Standard deviation = 1.2 Ib/1000 gal
Range of vahms to inc9ude in average =
1.3 to 3.5 lb/1000 gal
Revised summary of waste analysis records
.sss
Farm Ave L 1.9pound, per 1000 gallons
Total lb PAN = 591,947 gal x 1.90 lb PAN
year year 1000 gal
Total lb PAN = 1.125
year

�m
6itAN0004 FAlAclorw
AvE. SpAr, itJ6 = /,To ,
WEr'rcp DIA MSTCR =
A46. SPACOIJ41 '15 60%'o:r WCT79 0 DiAMG-reR
SCAL9 r" r zoo'

A4
,,w ilk
key,-
WIP
pv
17� 1
Aq
ea
we if
.14
:77
'AM;
F'abj ;r,
i i w ;j;�j
17•W
40 j ArV,4
3. JA vr �j
VIA, .
Not.
If'
Wit
Ill-,;
jo If
,ft
f"6.
ilr%
Itf,
JrrY4
, 4.4 • J! 4, 4. >,I ­.v
If
or.
ft. a
:� ' -4IoI
ro
I e—I!r:. -•:"",
I. J­F%��.,�.:..41:.-.
N.4 14
*f%wqd1­ a-,
Tz..
x4V
.11

Wettable Acres Determination Certification
Name of Facility: Z,a m Dart FA FAC 4o r+t FAit o-4 Facility Number: i9Z - 4ZO
Owner(s)Name: ,3R AN DD kl PA I RC e,oV A . Phone No:
Mailing Address: PuTayV,c,t.6 Ab. 1a1r!!S*44.e.0 Arc. 28.,316
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District_ A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: CM'j F-Pt i rC I&
Owner Signature:
11 a DrD
Technical Specialist Name: C . G t+E +v +J ct-1 Fzo rl
Technical Specialist Signature:.4. Cam±* , Date: 1 ! 1 ! p
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
NC Division of Water Quality
Non -Discharge Compliance & Enforcement Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
wADC - 7199

---------------
1. r4a

EC
WASTE UTILIZATION PLAN AGREEMENT
CE 5 --�;0"
Name of Farm: R Brandon Faircloth
IR I . R I - E
r
I (we) understand and will follow and implement the specific:atik
nd maintenance
procedures established in the approved animal waste utilizationm
named shove. I
(we) know any expansion to the existing design capacity of theand
storage
system or construction of new facilities will require a new certibmitted
to the
North Carolina Division of Water Quality before the new
(we) also
understand there must be no discharge of animal waste from thace
waters 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 Distri�'
and will be available for review by NCDWQ upon request.
Name of Facility Owner: R Brandon Faircloth
Signature: > t —j ,, C4J& Date:
Name of Manager (if different from owner):
Signature: u�t� , z 3w j �; Date--_ _
Name of Person Preparing Plan:
Affiliation:
Phone No.
Address (Agency).
Signature:
Robert D Edwards
NCDA
919-523-29-46
P O Box
KinstorVN,128502-0801
Date:. Ll

ter.
WASTE UTILIZATION PLAN AGREEMENT
Name (fFarn3: R Brandon Faircloth
QwnerWanager A=g3ent
C c ") u , Cd a /0
I (we) understand and will follow and implement the specifications.
operation and maintenance
procedures established in the approved animal waste utilization
for the faun named above. 1
(we) know any expansion to the existing design capacity of the
tment and storage
system or construction of new facilities will require a new certi
on be submitted to the
North Carolina Division of Water Quality before the new anim
a st ed. I (we) also
understand there must be no discharge of animal waste from thi
sy m t surface waters 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 Distrk,
and will be available for review by NCDWQ upon request.
�Name of Facility Owner: R Brandon Faircloth
.� Signature:
Date:
Name of Manager (If different from owner)-.
Signature: �,�_kr,, ��)"c�.��':1'' Date:
Name of Person Preparing Plan: Robert D Edwards
Affiliation: NCDA
Phone No- 919-523-29 4 `1
Address (Agency): P O Box p
Kinsto C6502-0901
.J`',
Signature: _ .Pate:

EXHIBIT A-?
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shad not reach surface waters of the state by,
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or lard application.. Any
discharge of waste whlich reaches surr-ace :dater is porchibi ted.
2. There must be documenta--ion in the design =older that the
producer either owns or has an agreement for use of adequate
land an Which to properly apply the waste. I` the produce; does
not own adeguate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landcwner who _s wJ thin a
reasonable proximity, allowing him/her the use oft' the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste utilization Plan when
there is a chance in the operation_, increase in the number of
animals, method of utilization, or available lard.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on sail type,'
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application Tor other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 1b tons Der acre per year
providing grass filter strips are installed where runoff leaves
Che field. (See FOTC 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 a_Dplied 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 seaseft prone to flooding. (See "Weather
and Climate in North Carolina"' for aui dance . )
7. Liquid waste shall be applied at rates not to exceed the soil -
infiltration rate such t_^.at runoff does not occur offs to or to
surface waters and in a arethq,� which does not cause drift from
the site during apnlicati en. 'Pro eon di rg s ould occ;:r in order
to control oacr or flies.
1 shall n o l 1 -d to s �- - a1 soils, �
5. Anima_ waste silo__. -- t p.� ace__-.. to Gl-ur�L...^ so__s, during .�
rainfall events, or when the~sur=ace is frozen.
_ knimai waste shall acplied on aC-iv-fly growing crops in such �
a manner that the crop is not ccvered with was7-a to a depth that
would inhibit Crow_'''. potenciai for sal-_ damage from a.n4Lmal
waste should also be considered.
Page: 8

EXHIBIT a-9
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 ccvew 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
dormanc-%r . Y
1�. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is aox)lied from a lagoon that is a component or
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(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 ;eet'of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying -
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical svecialist". Animal waste shall not be applied on
grassed waterways that discharges directly inton water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdcwn facilities,
showers, toilets, sinks, etc., shall not be discharged- into the
animal waste management system.
17. A protective cover of appropriate VeQetatlon will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
.-- other woody species, etc., are limited to areas where considered
appropriate_ Lagcon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.

EXHIBIT A-10
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
i8. If animal production_ at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should he kept on
site.
20. Animal waste can be used in a rotation that includes -vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21.'Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain he-licruid -level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within. 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when thes
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analvsis 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.
23. Dead animals will be disposed of in a manner that. meets North
Carolina regulations.

Nutrient Management Plan
Producer. R. Brandon Faircloth
Address: 6695 Autryvifle, Road
Telephone #: 91 D-531-4266
Facility* 82-420
Farm Location; From Salemburg West on SR 1233 to SR 1002. Entrance on the rt 0.1 miles.
Type Operation: Feeder to Finish
Table 1: Waste Calculations•
Type production
Animal Units(AU) Ibs N/year gallons waste,
sludge N/yr
wean to feeder
0 0
0
0
feeder to finish
1,240 2852
1149480
446.4
farrow to wean
0 0
0
0
farrow to feeder
0 0
0
0
farrow to finish
0 0
0
0
Total N per year 2852
Total gallons waste/year
1149480
Acre inches/year 42.33188481
Total N from sludge produced/year
446.4
`Calculations based on animal units with waste applied by irrigation
Several factors are important in implementing this plan to maximize the fertilizer value of the waste and to
ensure that the waste is applied in an environmentally safe manner. Factors included are:
1: Always apply wastes based on crop needs and the nutrient content of the waste.
2: Do not over apply nitrogen.
3: Do not apply wastes on saturated soils, when it is raining, or when the ground is frozen, either could
cause surface runoff.
4: Consider wind conditions to avoid drift and down wind odor problems.
5: Wastes can only be applied to actively growing crops or not more than 30 days prior to planting or to
forages breaking dormancy.
6: This plan uses nitrogen as the limiting nutrient.
7: This plan is based on wastes being applied using irrigation. tf the application method is changed,
this plan wiil need to be revised because the nutrient content varies depending upon the application
method.
8: Waste samples are required to be taken and analyzed at least 60 days within the application date-
9- Soil samples are required to be taken and analyzed annually. These analyses are used to balance all
nutrients for optimum growth and to monitor metal levels in the soil, especially copper and zinc.
Page 1

TABLE 2: Appl♦cattiion Agronomics
Tract Field SoilCron i bs NMae Acres _ !bs N/Field Mores To A�Iv
1659 4a WAB BG 235 10.05 2361.8 Mar-Od
4a WaB OSG 50 10.05 502.5 Sept -April
Total Ames 10.05
Total N Used 2864.3
BG=Bermuda-grazed; OSG=Small grain-Overseeded and grazed
Table 3: Nitrogen Balance
Total N Used 2864.3
Total N Produced 2852
Surplus or Deficit -12.3
The ni#rngen balance shown in table 3 should be equal to of less than 0 to fully utili m the nutrients
produced by the swine from this farm. To produce crops at the RYE's shown may require the use
of cornmercial fertil¢er to balance fertilization rates in crop rotations. This farm is producing
2852 lbs of nitrogen per year in the waste water and an additional 446.4
lbs of nitrogen accurnukdes annually as sludge_ To land apply the liquid portion in an acceptable manner
requires the irrigation system to pump and spread 1149480 total gallons annually.
Table 4: ♦rrigation Application Rates
Application Rate Application Rate
-Fieldi$� I Tvce_��p Inctteam I ch�es/A,�lication
4a WaB Bermuda 0.6 0.9
4a WAB Sm Grain 0.6 y GGL : .s
1.6 R6T-
The irrigation application rate should not exceed the infiltration rate of the soil at the time of irrigation such
Page 2

that runoff or ponding occurs_ The application amount should not exceed the available water holding
capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the
nitrogen needs of the crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on
the average of once every 6 months. In no instance should the volume of waste being stored in your
structure be higher than the upper pumping marker except, in the event of a 25 year, 24 hour storm.
if surface irrigation is the method- of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in.
Table 2. Failure to apply the recommended rates and amounts of nitrogen shown in the tables make this
plan invalid.
Nanvtive of Opertfiort:
The application field on the weed map is cored yellow. There are no required setbacks with this
application field_ There is a solid set iriigation system in place in the field to apply the waste. Hybrid
bermudagrass has been established and will be grazed or cut for hay. The nufient utilization pian has
calculated based on grazing. Rye will be overseeded in the Fall and grazed. The nitrogen rates used to
calculate the required acres of benmuda and rye for the Wagram 13 soil type were based on NRCS
realistic yield expectations.
?age 3

EMERGENCY ACTION PLAN
PHONE NU11X1BERS 11141-,01
Du%Q 919) 713-SnR3
ENIERGEtiCY ?vl_AN ►GE:VIE:\►T SYSTEyi (910) 5927-99h,
SWCD _ 1910) 592-7963
I -RCS [phone]
This plan will be implemented in the event that wastes from your operation are leskine.
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 snake 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_
I. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of darn.
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 ,-aIves to ehrrunate further dlscharse_
d. Repair all leaks prior to restarting pumps.
D- Leakage from flush 5ysiems. houses. solid separator: -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure n,, siphon occurs.
ii_ Slop "ail flow; 1n the }louse. 11M.-At sy:ierns, or oilseparatili5.

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. Die a small sump or ditch away from the embankment to catch all seepage.
put in a submersible pump, and purnp back to lagoon.
b. If holes are caused by burrow•ins animals. trap or remove animals and ftil
holes and compact with a cia_v type soil.
c. Yave 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 anv surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury. fish kills. or property damage?
d. Did the spill leave the property9 i
e. Does the spill have the potential to reach surface waters?
L. CouId 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?
I Contact appropriate agencies.
a. During normal business ]tours, call your DWQ (Division of Water Quality)
regional office, Phone - - . After hours, emergency number. 919-733-3M.
Your phone call should include: your name, facility, telephone number, du :wails
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 co=tive
measures that have been under taken, arid~ the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number
c. Instruct ENIS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number
and local MRCS office for advicJtechnical assistance phone number - -
4: If none of the above works call 9 l 1 or the Sheriffs Department and explain :our
problem to them and ask that person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair of probl"n to minimize off -site
damage.
a. Contractors Name: ::5++-c-i+-n`-)IKC--'T_'Le-
11. Contractors Addre<=:1 3-7 t Oaf Gny,tCl Qs�o QJ�,.a�o� /J�.
c. Ccrtractors P`tc^e: �1ftl-5 - �45L.o

6: Contac, the technical specialist who certified the lagoon (tiRCS, Consulting
Engineer. etc-)
a. tiame: QQb t_ dwA405 .
b. Phone: A�Na - 74 (o
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage. repair the system. and reassess the waste management plan to
keep problems with release of wastes from happening again.

Swine -Farm Waste Management Odor Control Checklist
Suilrcc
Cause
IiMP$ to Mitkhuize 0due Site Specific Practiecs
I-al,lisECa,l
Swinc; production
Q'
Vegetative or wooled buffers;
W
Recommended hest managen►ent practices;
X
Cood judgment and common sense
Aniilla) I)t),ly surfaces
a flirty manure -covered animals
fZ
Dry floors
ul'luul ',url".1{'y!-,
• Wet 1111ilmle-CoveruI floors
Q4
:dotted Ilom;
f( Waterers located over slolled floors;
M reeders al 11io, end orsolid floors;
f'±}' Scrape manure buildup Prow floors;
n Underfloor ventilalion for drying
!•l'utlllc ce,llueit,ul ptly a Ihinu, ri' are µlent manure removal by !hush, pit recharge, --
11imial miernhial ticcomposition or scrape;
n Underfloor ventilation
V1 nliLdi,In esh:leut 1;111s • volatile gases; fY Fan aluilltunance;
Bust fly liflicient nir inovemcm
It"I'lor bill f;1CCS • Mist LW Wuslidown between groups of uniulals; w
n Feed additives;
fa Feeder covers;
Gf Iced delivery duwnspoul exlcudcrs In fe:edcr
covers
^I his I d,ll hb
• Agilutiun of recycled hil;nnn
Q
l ltlsll tank, covers;
li,luill wlile tanks are filling
Ir
Extend fill lines to near bailout of talks with
^T —_�
Y
411li-siP1101I vents
I' III]la .sll�}'+
• Agilulion during wasie:walcr
f7l
thiderfloor flush with undcriluur ventilation
Conveyance
it I,:r11.11t;e 11uiuls
a Agitation of rceycled lt1?nnn
!1
Emend recharge lilies It) near 1)U1111111 01'11i1s
h(joid While pill are filling
Willi anti-511111oll veins
Fil't 5Iiiku11a y
• Agitwiliia during sump !auk
rl
Su1up tank cuvcrs
lilting and drawdowu
t"tut�i,fe dwhi doll: 4111 • Agilulion during wastewater Q Box covers
uI' juucliuu luxes conveyance
ANld1(' - No nllx:r It, 1996, Page 3

Source
Came
DMI's to Minhulze Odor Sile Spedfic Practices
t:nd of drainpipes ul
• Agitation during wustewaler
CI
)extend discharge point of pipes midernealh
lubuall
conveyance
lagoon liquid level
I.agoun surl;,cey
• Vnlalilo gas enllssions;
air
Proper lagoon liquid capacity;
• Biological mixing;
LW
Correct lagoon startup procedures;
• Agitation
rJ
Minimum surface area -to -volume ratio;
R
Minimum agitation when,pumping;
M
Mechanical ueratlon;
n
Proven biological adllilives
- 11 r igatiUll S111 ini,lcr
• Nigh pressure ughalion;
9
Irrigate on dry Jays with little or no wind;
nnuici
a Wind drill
F1
Minimum recommended operating pressure;
H Pump intake near lagoon liquid surfucc;
Cl Pump from second -stage lagoon
51ori1 c I;u,k or t,,lsin • Partial rllicrubial decomposition; n Bnllom or nlitlluvel luading;
s,ll1';,cc 0 Mixing while lillhlg; M 'Punt; covers;
•
Auilalion when emptying
M
Basin surface coals of solids;
CI
Proven biological additives or oxidants
5cnling basin surlacc
0
Partial mi,:robiul decomposition;
n
Extend drainpipe oullels underneath liquid
•
Mixing while filling;
level;
•
Agitation when cmplying
Cl
Remove settled solids regularly
A-L—mnL:, slurry or doilgu
•
Agilation when spreading;
M
Soil injection of slurry/shrrlges;
billc;ldcr ouilels
a
Volatile gas emissions
M
Wash residual murture from spreader alter use;
M
Proven biological additives or oxidants
I )ncuver� red manilre,
a
Volatile gas emissions while
0
Soil injection of slurry/sludges
s1mry or sludge on field
drying
M
Soil ineorporntion wilhin 48 hrs.;
bill 1ilcci
n
Spread in thin unirorm Inyers for rapid drying;
0
Proven biological additives or oxidants
bc,1d animals
0
Carcass decomposition
O
Proper disposh iml ofci rcusscs
f?c,i�l aR1,�lal di.pobal
•
Carcass decomposition
(1
Complete covering of carcusws in 1mrial pits;
III[:.
Cl
Proper location/construction ofdisposai pits
rlltiallCl ilul S
•
111compicit: combuslnlll
n
Secondary slack 1701'1110-5
A M(li :- t iovcllltlwr 11, 1996, I'agc 4

Solliee Cause UMPs to Mlohnice Ader - Silc Sliceific Practices
Sundial; water around 0 Improper drainage; W Grade and landscape such dim water drains
facilities . Microbial decomposition of away from facilities
organic matter
Alamere (raCt:etl onto 0 Poorly maimaitued access roads f:ann access road maintenance
public roads Iiom farm
access
Addilinnol Informalion : Available From :
Swinc Manure Manal;cnicut ; 02110 litule/RMP Packel NCSIJ, C'mimy-i,xtensinn Center
Swine Prodhtctiott i"artrt Potential Odor Sourcos and Remedies ; 1711AL Fact Sheet NCSIJ - 1lAli
S►vine Ilmductiou facility Manure Management: Pit Recllarge - lagoon Treatmettt ; EBAE 128.88 NCSI I - 11A1i
Swine I'nuiuclion facility Manure Management: underfloor blush - Lagoon Trealment ; C-BAE 129.88 NCSI1 - HAii
I.al;nuu lksign snd Management liar livestock Manurc ,rreatmenl and Storage ; EBAE 103.83 NCSIJ - DAI?
Calibration of Manure and Wastewater Application Equipment, EBA1? fact Slecut NCSl1- t1AC
Cmmolliug (Mors from Swine Buildings; 1'111.33 NCSI I - Swine Extension
linvirunmunlal Assurance Program ; N1111C Manual NC Pork Producers Assoc
Optiuos for Managing Odor, a report from the Swine Odor Task Force NCSIJ Agri Comnuutications
(boaanee Cmtcerus in Animal Manure Management: Odors and Plies ; PROW, 1995 Conference Proceedings Florida Cooperative I-Nicusion
AMO C - IJuvambur 11, 1990, hij,c 5

Insect Control Checklist for Animal Operations
.M Sl,sli i t' Cowl: AR Ile cauirril lnbecisi Silt Sliceirie Prariicc5
�I lu�lr {itrttet Accomidution of solids
Flush system is designed and operateJ
sufficiently to FOMOVC aCCllmltiUICLI 90lldS rrom
gutters as designed.
(id' Remove bridging of Accuttullated solids ;it
discharge
--
t autlibns trn,l fits • C,usle,l Solids
Maintain lagoons, stilling basins and Ails where
pest breading is apparent to minimize ilia
crusting of solids to a depth of no more than 0 -
8 inclics over mire alum UK of surl'uce.
I a�c� ivc Vct;ciutivc • It�cnyi�ig vcgctation
Maintain vugelulive control maul; batiks of
lagoons and oilier Impoundments to prevent
accumulalion of decaying vegelalive maller
utung water's edge on inipou ndment's perinnelcr.
I LL!.IC,Feed SpilktLc f.7 Design, operate sad maintain feed sysicros N-g., ------
hunkers awl irmighs) to minimize Ilia
accrmwlaiian ordecaying wastage,
171 Cletus up spilluge an u routine htrsis (v.g., 7 - 10
clay interval (lnr'itig sumincr; t 4-3it day intcrvill
_ during winter).
_`.eett Sim
age Accimitilalions of feed residucs f_7 Reduce Inoisltire accunntlatioll within and -- - — ---
around intnlcrtialc lVeririieter of 1cud Storage
ctreui by insuring drainage away 1'5 u111 site
uud/or providing udequale containowiti (e.l;.,
cavered hin For brewer's grain twirl similar high
moisture grain products),
n Inspect for tin{I i'elltiive or break rile a+:riunul:rte,1
Solids ill filter strips arisuud Iced slirrty,c as
At -Ili' - Novvis►her 11, 1' 96, face I

Mortality `Ianagement Methods
(check which me:hod(s) are being imulcmented)
.� fBurial three feel beneath the surface of the -ground within _- ;� 1cs after
S iovvledfgc of the tL!:-al rnust be at 1-2si
Sir -lam or pubiic Lod:: of
unJ-,: C.s.
Corm)ie:e inc;nerat:cn
J In the case of stead pouil,-v C111". PiaCirSL, in 3 n3-Svosal Plt o ? Si:._' 3r d desizn
aperoycd by the Deaan,e:ii c, Amcuiture
`i Any me;hod whlclh in Ehe 7rat,ssio.nal opEiion of t.`!_ Si-t?
ma:e �Gssi`cie thL sal a^e of part cf a dea.; animai's yaiue ��:;i,^ut e :_:r.-erin,
human or animal health. approval of the State V e:4:inar:ar, must be
attached)

Landowner/Operotor Nance:
Address:
Telephone -
TABLE 1 » Field Speciticaitims
1
IRRIGATION SYSTEM DESIGN PARAMETERS
�
1#a411 ,I✓ Fa ir D County:
9s r � l�L cs T
once: KI �—
qr
EX)m3rr D-I
Fleldt
Number
Approslmalt
Ibtr�lmum
tlots bit size
orntid=
■tree
Soll Type
51vpe
Mastnkum
Application
Ratt3
tnlltr
Mw>slmkun
Applirnllmk
per Irtirution
Cyclt3
tncttcsj
Cor,nntnh
A10.
0. DS
Liao r4+rt
0-4
D
41,"udg
T4vtr a _
0.6
D .
D. 6
_
1 Sce aunched map. _
2Total field acreage minus rctluited buffer ntcam. J
311rrer to N. C. Irrigation Uttide. Field [NTtce Tecleuical guide, Seclikm 110. Annnni algkfication must not exceed like agrmlomic. toles life lilt: roil mod crate twe.l.
MiCS, NC;
JUNE, 1996

a
�.. �� f Via. °- .'!° v+Cl � ly s•.< 1 f .v
r ••S Sr f6an. - � 1: SIN n'i •1 .F �i _ 1 1 u t a a. � S J �, it v ((//11,, ��{ �
s. '4,y ••..# �g, w .aPfb yy as4.Jf I'' ,�?T$
-i`rtr;,r �1.7; r �' t"'F+.QF $.a:•3'h .!• Jf �`7j "i% 3
�ej _7f(/ il.}1'. I fi r ta,�''l�r, , f•.S •f}'�1MY r,�y1{�'j''�t Jr.�. �y,^-•. I �..
pr...l .) � _ Y.l r1}f "•1'r� f.'J� •"NI i �.• �.f�lN � ; 1
. � � � � i+ I E- t r*3•- r Y: ;,a; •" ' s 1 ,i'� > +(k. f � i' a�Ic�.
' ' \ .Y )�fSS fS f (Jie� �� .. n ILI ��..� llf ' '. }f}r.�: IIf,�:: � r � ® •� ..
f j�! ��l ,Y{ ',' :4w � plf•�.. �7� f iiJ,�µa�(y 4�f:�{��S r' ii �W� if
�-
' SS nA�}w��r •: i. �tS /fit _.+" y .1f � i �-,<kt�Y y4 f �, ._
S 1 _
• { t N
( ��• � 1Y t�.141r fi? ' 4 • 4'
\'. ,f �,, t 1 ':4 •I %Y. r `'" all
w �y�' �+f!• " I' L f °fin .

I � as w11� rl� % •� , 1 � y�7 ` 4
r' f fir: �R � •+ �_ :�; � �� - � 1 �, �� � i� I �
/ T � � 1 Iv' 1 �y r! • „� � h f^' . �K l �� . �'� �,� '' � f li �l , y.
Ar
:• / �'� ` r: ve ly I f
I� '� s �� ,� � �" ICJ '� '.•,� � �� Ir ,� ,� , iL f" � ,,
jr
! �• 711Y Iry ( 5 � Ih _ � S� ,•4 .j� , IT' I� ,� - _ ' 4 �� � �`5� �.
'• F I h I '.l' � Ij/' h
+ ll�+� � � �' .i YF.� I�' 1 �+• ? I' �/�, Ir U � �� ti y 'f
I'Aq.,
j �' IR5• .I. �A, .ri y '� 11 lu 'J,•�' I e Ei
•! il: 4�� � ! Ili � ten.. I� 1 Ik'. I;

V-�i e V 1\ I r i
100 SERIES BIG GUNS — 240 TRAJECTORY•e -'� it �,�S o,•�
. 100 7 TAPER BORE NOZZLES
No:b. rwrn. hrozzM Navin t4�zle 14oazta Nome Nome Nozzle
_. '5- .85' .7' _75' 8- ffi- B' 1J>`
PSI. GPM 13IA. WW DIA. GPM DUI. GPM DIA GPM DMA. GPM DMA. GPM DIA. GPM M GPM DIA. GPM DUI.
50 W 205' 64 215' 74 225' 67 235' 100 245' 115 2M6' 13a 2ti5' 150 273' 165 260 204 300•
70 W 225' 75 238' 88 250' 103 263' 120 275' 136 283' 155 295' 177 302' 1$7 310' 243 338'
W 68 245' 63 756' 100 27a' 117 211'i' in 295' 155 306' 175 315' 201326' 2M 335' 274 3f12'
110 1 78 265' 1 92 273' 1 111 290' 1 T29 303' 150 315' 171 324' 1 195 335' 1 222 344' 1 247 355' 304 380'
' Available" reiar F100 k SR100.
100 R Pima NOZZLES
PSI .71 RING .77 RING
.81
tNG
WA1NG
a9 FONG
GPM D1A GPM DIA
GPM DUI
GPM DIA
GPM DUI
as W 2W 78 212
91
215
103 224
Ila 235
W B1 235 96 2aa
110
245
125 2W
tat 270
80 94 255 111 265
127
275
145 285
163 300
100 105 270 124 280 142 245 1 162 30s tat 3W
"-the d&k meter df nuaw rs mWoE minty 3% lras for The 2r tr pawy angle, hoe les for IS-
150 SERIES BIG GUNS — 24° TRAJECTORY**
150 T TAPER BORE NOZZLES
100 DN DIFFUSER NOZZLES
'
.98RtNG
0.6ON
a.6ON
0_7ON
0-80N
GPM DIA
GPM DM
GPM DIA
GPM D1A
GPM DIA
152 247
45 154
6B 188
9t 182
Ila 19f1f13
#01A
2tl0
11a 200
14321E
211 315236
335
— —
— —
P..SI.
NMtle
.7'
GPM
DIA.
Nye
t-
GPM
DW
Nome
r
GPM
DUI.
Nome
IV
GPM
MA
Nozzle
1.1-
I GPM
DIA
Nozzle
1.r
GPM
Dtk
Nozzle
IX
GPM
DA&
W
110
265
143
2115'
T82
305'
225
375'
275
345'
j.'ri
365'
395
380'
80
129
290'
IGS
310'
210
335'
260
355,
315
375'
3W
395'
415
410'
100
143
31W pq
185
33D
1 M5
355'
290
375'
155
400'
425
420'
S1)0
44a'
111
120
11
157
33V?'
204
35W
256
375'
320
M5'
385
420'
465
440•
545
4t10'
150 R RING NOZZLES — 4)
t
DIA. GPM DIA. GPM DtA. GPM DIA.
260' 143 2aa' 182 300' 22S 315' 165300 21a3M260 340'
300' 185 320' 235 340' 290 360,
315• 204 335' 258 36W 320 380'
"TM diallnler at ON m aMooirmaMly 3% less for OIe 211 treyaCtcory ogee.
200 SERIES BIG GUNS — 270 TRAJECTORY"
200 T TAPER BORE NOZZLES
1 1.41=
GPM DIA i GPM DIA. GPM 01A.
775 335'
330
350'
3115 355.
315 360'
380
38a'
445 395'
355 300' 1
425
40a'
$00 415'
Nozzle
Nozzle
Naze
Nozzle
Nozzle
Nozzle
Nate
Nozzle
Ne¢zls
ML
IO5-
GPM DIA.
1.1•
GPM
DIA.
12'
GPM
DIA,
,3'
GPM DIA_
1.a•
GPM
olA.
t5`
GPM
DtA
t.8'
GPM Cd&
1.75'
GPM DW,
I9r
GPM DM.
415
410'
480
430'
555
450,
630
465'
755
495'
ON 515'
70
270 3W'
310 380'
355 395'
90
310 3W,
3SO
410'
405
425'
475
445'
S45
465'
625
41W
715
Sa5'
1155
535,
1tx15 555'
110
340 410'
1 39G
430'
445
450'
525
470'
IM
495'
695
515-
790
535'
945
565-
1110 590'
130
370 425'
1 425
445'
4BS
465'
565
4a5'
655
515,
75_S
540-
SW
560'
1025
590-
1210 SW
zoo R RING NOZZLES
('y ,
1 W Bing
T A, Ring
R:ng
1 �' Rise
1 1v
Rirrg
2' Rorg
{1.28- actual]
n as- ectuttll
Isw aaaall n c>8- actual)
n.74- eaerd}
ng'- eaueQ
(193- aatraq
P.S.I. G( 01 -
GPM DIA.
Cafes DU1. GPM DtA
GPM TYJI.
GPM
DFA.
M DG.
60 250 340'
330 370- 385 390' 445 410'
Sty a25'
585
440'
6% 455'
' - 80 290 370'
380 40a' 445 120' 515 440'
590 455'
675
470-
W5 490'
100 325 390
425 425' 500 445' 575 ass'
6W ago'
755
5001
900 52Q'
120 ass 410'
film
465 445' 1 545 465' 6W 4115'
725 500'
825
52D'
465 545'
' •Tire diarrWili, of throw rs approutmatefy 2% im for the 24- napcwy arVe. 5% less for are 21' trajectory ainoo.
The BIG GUN' performance data has been oNainad under Kdeai lest cvnddions and may be aaversefy atfectod by wind, poor hydraulic entrance condition or otrrer taclors.
Nelson Irrigalron Corporation makes no representation regarding croplet condlliol, uniformity. or application rate

Sy-'erii (:alibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and -application rates ,
change over time as equipment gets older and components :near. in particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which wilt' increase the
discharge rate while decreasing the wetted diameter_
You should be aware that operating the system differently thar, assumed in the
design will alter the application rate, diameter or coverage, and subsequently the
application uniformi•y. For examp,e, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelera:es wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crysta!lixatio:, of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and app!ication
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate_ Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic [buckets,
jars, or anything with a uniiarm opening and cross-section can by used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. Fc-r traveling
guns, sprinklers should be located along a transect perpendicuiar to the direction of
pull. Set out collection containers 25 feet apart along the transeet on.both sides of
the gun cart. You should compute the average application ra±e for all
non Uniformity of the application. On a windless day, variation between containers
of more t!ban ?G percent is cause for concern. You should :on,act your irrigation,
dealer or technical specialist for assistance_
`Reorinred for Ctl:idi...d:rOn iraint'rig k? Upera!ionS 0r Animal �1/asre :}dlidV?.'r•'. Cvszens Manual

Table 54. Discharge characteristics for rotary impact sprinklers used
with permanent stationary irrigation system. i
Nozzle size _
Operating Pressure (PSI)
(inch)
50 55
60
How
Diameter off Diameter
ow
Diameter
GPM
ft GPM ft
GPM
ft
'nelson F70APA'
1f4
12.8
128 13.6 131
14.0
134
-9/32
I6.0
134 16.8 137
17.6
' 140
Rain Bird 70 CWH `'
1 /4
12.9
12-4 13.6 12,6
14.2
128
9132
16.3
131 172 133
18.0
135
Senniger 7023 RD-I-DFF
1/4
13.0
127 13.6 131
14.2
128
9/32
16.3
133 - 17.1 137
17.8
142
Table 5-5. General flow rates and coverage diameter for BIG GUN
stationary sprinklers.
Nozzle Diameter (inch)
Pressure
0.5
0.75
1.0
1.5
2.0
(PSI)
GPM
dia
i GPM
"dia
GPM
dia
GPM
dia
GPM
dia
(n)
(ftl
(n)
(ft)
(tt)
50
54
205
! 115
2%
204
300
-
-
-
-
'60
55
215
126
267
224
316
515
430
912
512
:0
60
225
136
293
243
338
5S5
450
980
528
80
64
235
146
295
258
354
5%
470
1047
546
90
6S
245
155
306
274
362
625
4851
1105
56e
ID)
72
255
163
316
289
37?
660
50)1
1167
542
110 ,
76
265
171
324
304
380.
695
515 i
1220
64'
121 1 - _ I _ - I _ _ 7.5 a30 12. 6�
1
To attain acceptable application uniformity, stationary sprinklers
are typically arranged in a square pattern at a spacing of 50 to
70 percent of the wetted diameter. A rvoical layout for stationary
sprinklers is shown in Figure 5-2. The orifice size, spacing, and
+ operating pr-Ssure are selected from manufacturer's literature to
achieve the dt�5iri•d m-erlap and unifoim; in- of coverage.
I

Table 5-6. Wastewater Applied by Traveline Big Gun Sprinklers
Travel
Sprinkler
lane
Travel Sneed (t/miss.)
Flow Rate
Spacing
0.4
0.5
1
2
4
6
8
10
(GPM)
tR)
Wastewater Applied
finl
i00
150
2.7
2.1
1.1
0.5
0.3
0_2
0.1
0.1
100
200
10
1.6
0.8
0.4
0.2
0.1
0.1
0.1
100
250
I.6
1.3
0.6
0.3
0 2
0.1
0.1
0.1
100
300
1.3
1.1
0.5
0.3
0.1
0.1
0.1
0.1
200
150
5.4
4.3
2.1
1.1
0.5
0.4
0.3
0.2
200
200
4.0
3.2
1.6
0.8
0.4
0.3
0.2
0.1
200
250
32
2.6
1.3
0.6
0.3
0.2
0.2
0.1
200
300
2.7
2.1
1.1
0.5
0.3
0.2
0.1
0.1
300
200
6.0
4.8
2.4
1.2
0.6
0.4
0.3
0.2
300
250
4.8
3.9
1.9
1.0
0.5
0.3
02
02
300
300
4.0
32
1.6
0-8
0.4
03
02
0.2
300
350
3.4
2.8
IA
0.7
0.3
02
0.2 -
0.1
400
200
8.0
6.4
3.2
1.6
0.8
0.5
0.4
0.3
400
250
6A
5.1
2.6
1.3
0.6
0.4
0.3
0.3
400
300
5.4
4.3
2.1
1.1
03
0.4
0.3
0.2
400
350
4.6
3.7
1.8
0-9
0.5
0.3
0.2
0.2
500
250
8.0
6.4
3.2
1.6
0.8
0-5
0.4
0.3
500
300
6.7
5.4
2.7
13
0.7
0.4
0.3
0.3
500
350
5.7
4.6
2.3
1.1
0.6
0.4
0.3
0.2
500
400
5.0
4.0
2.0
1.0
0.5
0.3
03
0.2
600
250
9.6
7.7
3.9
1.9
1.0
0.6
0.5
0.4
600
300
8.0
6.4
32
1.6
0.8
0.5
0.4
0.3
600
350
6-9
5.5
2.8
1.4
0.7
0.5
0.3
0.3
600
400
6.0
4.8
2.4
1.2
0.6
0.4
0.3
0.2
700
300
9.4
7.5
3.7
1.9
0.9
0.6
0.5
0.4
700
350
8.0
6.4
3.2
1.6
0.8
0.5
0.4
0.3
700
400
7.0
5.6
2.8
1_-
0.7
0.5
0.4
0.3
700
450
6.2
5.0
2.5
1.2
0.6
0.4
0.3
0.2
NOTE: If your exact numbers are not in -the table, use the formula
below to calculate the application rate. The mathematical
operations should be done in order from left to right.
Wastewater Apbhed, finches) =
192o x Sprinkler Fioiw Rate (GP.\9 i = La^e Spacing f't? _ Speed fin rnin1
,tir. %0I rh I_.u; 1:•1.: .'.1 .'t,'J.ir J... 1'T.,

LAGOON
TABLE OF CONTENTS
1. Cover Letter
2. Soils Map
3. SCS-ENG-538 (Soil Investigation)
4. Lagoon Design Data
5. Nitrogen Content & Acres Needed for Effluent Disposal
6. Seeding Specifications
7. Lagoon Size Computations
8. NC-ENG-12 (Excavation)
9. NC-ENG-12 (Embankment)
10. NC-ENG-12 (Pad)
11. NC-ENG-40 (Plan of Excavated Waste Storage Lagoon)
12. Typical View of A One -Stage Lagoon System
13. Operation and Maintenance Plan
14. Topographical Map W/Lagoon & Houses
15. Cross -Section of Lagoon

UQUA-3U 1 L I.U/@ar-K VIAL 1 l Ulm ar-K V 1 q-t-_
303-D EAST ROWAN'STREET
'CLINTON, NC 28328
PHONE [phone]
OPERATOR:
UM1Icu �IHItz>
DEPARTMENT OF
AGRICULTURE
Please review the attached plan and specifications carefully.
Retain this plan for your use and records. It is strongly
recommended that you, your contractor and Soil Conservation
Service personnel are in agreement: as to how the waste lagoon is
to be. -constructed. SCS personnel will meet with all concerned
partids'and walk over the site Lo explain all flags and markings.
It is important that everyone understand what is expected so that
final construction meets plans arid specification and the ,job can
be certified for payment ( i f ACP cost sharing is involved).
The pad d i mens i ons and grades are the best est i mate. The bu i I der
or contractor is responsible for final layout and design of the
pads. SCS personnel will assist in a limited capacity, as its
ma,ior concern is the proper design acid construction of the waste
treatment lagoon.
The actual amount of rrrater i al requ i red for pads and dam may vary
from the estimates. The design will attempt to balance cuts and
fills as close as possible. If additional material is required
after construction is complete on the lagoon, the contractor and
owner will negotiate on the price and location of borrow area.
It should be noted that certifi adore of the lagoon will depend
upon all specifications being met. Important items include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
NOTE:
Design Requirement: __230537__cu.ft. = 8538_cu.yds.
Estimate of Excavation: _-180858--cu. Ft. = ___6698____c!I. yds.
Estimate of Pad & Dike: _-15189cu.f t. ___5607.... cu.yds.
Est i mate of Topso i I Requ i red 3t1 - 411 Deep 200____cu. yds.
Ratio
Job Class: 8 48 ---
-- ---- - DATE
Designed By: Au _-_-------------
NAME
Designed Approval: ------------------
NAME
-.
Lo� b kC)
�, 5S $-00

x> _
Operator NC
State
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■
■
I

Roseboro, NC
INTRODUCTION:
-------------
Ir. Faircloth plans to construct a two house 1240 topping operation and
�`'I grow for Prestage Feeds. He owns 14 acres of land. This amount of
. ..id is insufficient to handle the effluent from the waste lagoon. Mr.
.aircloth has received a Deed of Easement from an adjacent landowner for
a period of twenty—five years over 35 acres of cropland. This easement
o i I I be attached to the office copy of his plan.
SITE CONDITIONS:
----------------
The soils map indicates that the operation will be constructed on a
_ynchburg soil. When doing the soil borings it appears to be a transition
tone between a Lynchburg and a Wagram on a B slope.
TYPE AND SIZE
Finishing 1240
)F OPERATION
:LASS
II
)ESIGNED BY
Glenn Clifton
)ATE
8--24-88
APPROVED BY
)ATE
ZIERMANENT STORAGE
1240 Hogs x 135 Ibs per hog 1 Cu Ft per lb. 167400 Cu Ft
TEMPORARY STORAGE
167400 lbs of animal x 1.35 cu. ft. of waste per day 40678 Cu Ft
per 1000 Ibs of animal wt. x 180 days
RAINFALL LESS EVAPORATION
7" X 38500 sq. ft. surface area per 12"per ft 22458 Cu Ft
RAINFALL — 25 YR. 1 DAY STORM
7" X 38500 sq. ft. of surface area per 12" per ft. 22458 Cu Ft
TOTAL STORAGE NEEDED 230537 Cu Ft
8538 Cu Yds
TOTAL STORAGE AVAILABLE 231340 Cu Ft
8568 Cu Yds
MANURE AND URINE PRODUCTION
1240 hogs x 2.1 tons per year 2604 T./yr.

APPROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
VITROGEN (N) — 0.48 LBS PER 1000 LBS OF ANIMAL WT. X 365 DAYS
(N) — 0.48 x 167400 x 365
----------------------------------
1000
(N) — 29328.48 LBS
IT IS ESTIMATED THAT APPROXIMATELY 25 X OF THE NITROGEN WILL BE
AVAILABLE FOR USE AS FERTILIZER
THE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
7332.12 LBS.
IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND THEN
36.6606 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
IF APPLIED AT THE RATE OF 400 LBS PER ACRE ON PASTURELAND
18.3303 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
BEFORE ANY EFFLUENT IS APPLIED TO THE. LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH IS MAKING SOME TEST ON A LIMITED BASIS. YOU SHOULD
:ONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
PHONE: [phone]
4HEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
OVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
BOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
)URING THE GROWING SEASON.
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REACHES
BO NOT LOWER THE FLUID ANY
_OWER THAN
the invert of the outlet pipes
------------------------------
5 feet below the outlet pipes_

'DEEDING SPECIFICATIONS
AREA TO BE SEEDED 2 AC.
`-` LY THE FOLLOWING
1000 LBS. B-8-8 FERTILIZER
4 TONS DOLOMITIC LIMESTONE
0 BALES SMALL GRAIN STRAW
JSE THE SEED MIXTURE
INDICATED
( )
0
LBS.
FESCUE GRASS
i )
0
LBS.
OATS
( )
0
LBS.
BAHIA GRASS
< 1
O
LBS.
WEEPING LOVE GRASS
( )
24
LBS.
HULLED BERMUDA GRASS
( )
0
LBS.
UNHULLED BERMUDA GRASt
)IVERT ALL WATER TO A STABLE OUTLET
NEAREST RESIDENCE IS 1000 FT.
T.B.M. ELEVATION 50.00
1ESCRIPTION Nail in corner fence post located approx. 75 feet
West of line C station 0+00.

DEPTH
[AREA OF TOP
+ AREA OF BOTTOM + 4 X AREA OF MiUSECTIONJ
VOLUME=
.---------
. -------------------------------------------------------
6.0
27
DEPTH
[ L X
W + L X W+ 4 X L X W 7
_UME =
---------
---------------------------------------
6
27
10.0
1 263 X
128 X 203 X 68 + 4 X 233 X 981
VOLUME=
---------
-------------------------------------------------
6.0
27
10.0
1 1388041
VOLUME =
---------
---_--_-
6.0
27
231340.0
CU. FT.
VOLUME =
----------
27.0
VOLUME =
8568.1
CU.YDS.
38500.0 s q . f t .
230536.5 cu. ft. needed
BIDE SLOPES 3:1

EARTHWORK COMPUTATION SHEET
EXCAVATION
'ME: Brandon Fa i rc I oth
DRESS: Rt. 3 Box 296
Roseboro, NC 28382
--------------------------------------
:STA.: END' :SUM OF : DIS_; DOUBLE
AREA :E.AREA : VOLUMN
--------------------------------------
1 : 0.1 0' ------ ___ '---------- '
---- :---[—]-- 975, 31 : 30225:
2: 31 1 9751 1 __ter__ i ----------;
:---- :------ : 1946: 44: 85624:
3: 75: 971:------- :-----:---------- :
---- :-------- : 1864 : 50 : 93200 :
4 : 125 : 893 :-------- : ----- :------------ :
---- : ------ 1554: 50: 77700:
5: 175: 661:------- ;----- ;---------- ;
:----:------ : 1160: 50: 58000:
6 : 225 : 499:-------- : ------ ;---------- :
:----;------: 998: 9: 8982:
7: 234: 499:-------:----- :---------- :
:---- :------ ; 499: 16: 7984:
,
---- :------- : 0: —250 : 01.
9: 0: 0:-------:--- ,
--- :------: 0: 0: O:
101. , ,-------' -----" • 1
0: 0: 0:
11: 0: 0:-------:-----:----------:
------: a: 0: 0:
, 1 — — — — — — — ' — — — — — ' _ — — — — — — — — — :
12, al o, , �
:---- :------ ; 0: 0: 0:
13: 0: 0:-------:----- ---------:
: ---- :------- : 0: 0: 0:
, . ,
:----:------ : 0: W 0;
, ,
' 0: 0: O;
16 : 0: 0: -------- : ----- :---------- :
' 0: 0: 0:
, , : _ 1
1---- :------ : 0: O: 0:
18: 0: 0:-------:-----:----------:
' 0: 0: 0:
19: 0.1 0: ------- ----------
0: 0: 4:
0, , ,
: i t ! . 1
;TOTAL : 361715:
--- ----------------------------------
DOUBLE VOL /2 — 180857.5 CU. FT.
VOLUME — 6698.4 CU. YDS.
COMPUTED BY Glenn Clifton DATE B-24-88

EARTHWORK COMPUTATION SHEET
EMBANKMENT
1E: Brandon Faircloth
4.,DRESS: RT. 3 Box 296
Roseboro, NC 28382
--------------------------------------
:STA.:
END ;SUM OF ; DIS.:
DOUBLE ;
:
AREA :E.AREA : :
VOLUMN :
---------------------------_-----------
1' 0'
22' ----- ----------- '
:---- :------
: 44: 140:
6160;
;---- ;------
; 79, 50:
3950:
3: 190:
57;------- ;------:----------
:
:---- :------
: 182: 50:
9100:
4: 240:
125:-------- ----------;
: -----:------:
342: 55:
18810;
5: 295:
217:--------: - ----:------------:
:----.------
: 434: 35:
15190:
6: 330:
217:------- ;___--:----------
;
-----:------
: 409: 50:
20450:
7: 380:
192:------- :-----:
---------:
; ---- ;------:
436: 50:
21800:
4
,
: ----- : ------
: 516 : 25:
12900:
91 455 :
272:------- ; ----- :----------
:
: ---- : ------
; 489: 55:
26895:
10: 510:
217:------- ;------:----------
;
;---- ;------
; 385: 50:
19250:
11: 560:
168:------- ;_____;----------
;
----:-------
: 293: 50;
14650:
12: 610;
125:------- :-----:----------
:
:---- ;------
: 213: 50:
10650:
13: 660:
as: ------- :-----:----------
:
----_;------
: ISO: 50:
8000:
14: 710:
72:------- :-----:----------
:
: ----- :------
: 160: 40:
6400:
15: 750:
8s:-------:---- :----------;
----;------
; 145: 25:
3625:
16: 775:
57:------- :-----:----------
:
; ----:-------;
89: 50:
4450:
17: 825:
32:------- :----- :----------
------
: 64: 50:
3200:
18: 875;
32:------- :---_-;----------
;
;---- ;------
; 54: 34:
1836:
19: 909:
22:--------: -----;----------
:
; ---- : ------
: 22: 1:
22:
20: 910:
0: ----- -----'----------
----------
:'TOTAL
:
207338:
:---- ---------------------------------
DOUBLE VOL /2 _
103669 CU. FT.
VOLUME OF EMBANKMENT =
3839.6 CU. YDS.
PLUS 10% SETTLEMENT =
384.0
TOTAL =
4223.6
COMPUTED BY Glenn
Clifton
DATE B-24-88

EARTHWORK COMPUTATION SHEET
PAD
^IE: Brandon Faircioth
ti,.JRESS: Rt. 3 Box296
Roseboro, NC 28382
--------------------------------------
:STA_: END :SUM OF : DIS.: DOUBLE
: : AREA :E.AREA ; VOLUMN ;
--_------------------------------------
1 ' 0: 0: ----- ------------- '
---- ------ : 283 ; 10.1 2830 :
2: 10: 283 :--------: ----- :----------:
---- :------ : 566: 15: 8490:
3' 25: 283' ----- ----------- :
: ----;------: 531 : 50: 26550:
4: 75. 248: ------- : ----- : ---------- :
: ---- :--------- : 519 : 50; 25950:
5: 125: 271:-------;-----:----------;
----.----- 542; 15: 8130:
6: 140: 271 : ----- : ----------
-----:------; 271: 10: 2710:
7' 150' 0' ----- ----'-------- '
: ---- : ------ : 0: —150: O:
8 I , , 1 , 1
: ---- : ------ : 0: 0: 0:
1 1 1 , 1 1
: ----- : ------ : 0: 0: 0;
10' 0' 0: ----- ---- :-----------:
: -----:------: 0: a: 0:
1 0.1 1 , 1 1
-- , ----- 1 01, 0: 0
1 a 1 a 1 1
! 1 , 0! 0:
0:
13 ' 0: 0: ------ ' ----- '------- '
1 , 1 1 I !
14 1 0: 0: --.-----: -----:---------- i
! , 1 0.1 f 1,
1 ! ! ! ; !
1 1 ! 1, 1 1
— '1 -- ---- ' -------
0' 16: 0'---------' 1 � , 1
: ----: -----; 0: 0: 0:
! , , 1 1 1
: ----- : ------ ; 0: 0. 0:
18 : 0: ' 0! — ! ------ ` ' 1 ---- '----------- ,
1
! 1 , 1 1 1
a 1 1
1 . , 0' 0:
0:
1 [ ! 1
! I ! !
"TOTAL I74660:
:---- --------------------------------
DOUBLE VOL /2 = 37330 CU. FT.
VOLUME — 1382.6 CU. YDS.
COMPUTED BY Glenn Clifton DATE 8-24-88

U. s. urral"MAi r AGRiCULXURE NC-ENC-40
Soli. Conservation Service 5/83
LOCATION CODS
PLAN OF EXCAVATED WASTE STORAGE POND
NAME ZPARMA F 1 G.OT A.CP 0 DATE 8-Z4-88 DISTRICT SAAftod
LENGTH ,275
14D'
V011 depth C
6
BI OE SLQPE -a-To i
'p AVE. TOP ELEY. /OQ�
ti
r-- r
J36A
AVE. BOTTOM ELEV.
f
1 LENGTH 203'
of top) + (area of bottom) + (4 x area midsection] - Cu.Ft.
Use of facility A', W. LAGoO N
Capacity ij 3 c4) ,4-z3 Gallons
Volume Cost -sharing — Cu. Ft.
Soil type
B. M. description Nqm ! w CORNER
FL'NCL POSY LOCATtl APPR.OIC. `75'
LESS WP t-14S G 11ATION 0*0cl
MARk¢,I U) - R►gBoN w
Elev. 50.0 e
SUMMARY
-Bottom
Elev.
38.0
Normal liquid level
Elev.
_ 48.0
Storage for normal precip.(Ft)
+
Maximim liquid level
Elev.
¢S,O
Storage for:
ZS yr. freq. precip.
(Ft.)
+ 1.0
Crest ESW
Elev.
--
Stage (Ft.)
+ -'
Freeboard (Ft.)
+ E•b
Top of Dam
Elev.
50.0

'TYPICAL VIED OF A ONE -STAGE LAGOON SYSTEM .
Confinement Building Top Width 10'
Settled Top Elevation ISO.0
Fluid Elevation 9$,0
SS
Pit�► _..3_
�i SS j: t SS -� J,—
TREATMENT
LAGOON
" Pipe (Needs to be adequately Depth w �01
supported)
B9,ttom Elevation 8.0,-

,r CrtM I I1 t 04 MIVu 111M 1 ry I r L.MIV
-... _-----------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions. flushing operations, and=.
the amount of fresh water added to the system.
Ladd Hipp I i cat i or, of waste water i s reccign i zed as an acceptable
method of disposal. Methods of application include honey wagons
(sprayer or injection) and irrigation (center pivot, Burrs, or.
travelers). Care needs to be taken when applying waste to
prevent damage to crops or runoff from the field.
The following items are to be carried out:
1. Begin pump -out of the lagoon when fluid level reaches invert_
of outlet pipes.
Z. Step pump -Taut before fluiddepth is less than 5 feet deep
(this prevents the loss of favorable bacteria).
. The recommended matt imum amount to apply per irrigation is only
inch, and ma>' i rnum recommended app-1 i cat i or, rate is 0.4 inch per
hour.
4.. It is strongly recommended that the treatment la-oon be
precharged to 1/2 its .cartac i ty to prevent excessive odors during
startup. Precharging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors.. Solids. should
be covered with effluent at all times.
5. Keep vegetation on the embankment and areas adjacent to the
lagonn mewed.
:�. Repair any et -*dad areas and establish in vegetation.
T. The Clean Water Act of 151TT prohibits the discharge of
pollutants into waters Of the United States. The Department of
Nat►iral Resources and Community Development (DNRC:D) , Wastewater
Mangement Section, has the responsibility for enforcin3 this law_
�. AI I surface rung ff is to tie diverted fromthe lagoon to
adequate outlets.
NOTE: An analysis of the waste water can be obtained at
commercial laboratories or at a fey! of $3.00 per sarnp i e at:
N.C. Department of Agriculture Plant Analysis Lab
Agronomic Division
Blue P i 4dge R Lad Center -
Raleigh, N.C. 27611
Phone: 915-T 0--Lr55

State of North Carolina
Department of Environment
and Natural Resources
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Brandon Faircloth
Brandon Faircloth Farm
6695 Autryville Rd.
Autryvitle NC 28318
Dear Brandon Faircloth:
W'A
IT
1 � �
NCDENR
NORTM CAROLINA DEPARTMENT OF
ENVIRONMENT ANb NATURAL RESOURCES
Au ,ust 1, 2000
R E
AUG 7 2000
FAME i T EV:LLE
Rr-_G.OFFICE
Subject_ Notification for Wettable Acre Determination
Animal Waste Management System
Brandon Faircloth Farris
Facility Number 82-420
Sampson County
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated, Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Scott Faircloth on 5/14/99 was made to review the actual number of acres at your
facility that receive animal waste during land application. The evaluation of your facility has yielded one of
the following two results as indicated by the box marked with an "X".
Category 1:
X The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Scott Faircloth the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Scott Faircloth, at 225 Green Street, Suite
714, Fayetteville, NC 28301, within in 90 days of the receipt of this letter. If you have any
questions please contact. Scott Faircloth at [phone]. If within 90 days you are
unable to provide Scott Faircloth with the information you are automatically required
to complete a Wettable Acre Determination as described by Category 2 below, within
180 days of receipt of this letter_
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycied/10% post-consa n er paper

Notification for Wettable Acre Determination
Animal Waste Management System
Page 2
Category 2:
❑ Your facility has been identified by the Department of Environment and Natural Resources
as a facility that may have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Wettable Acres Determination Certification must be returned to DWO within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWO will be forced to take appropriate enforcement actions to bring this facility
into compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be submitted to the address listed on the form. Please
note that both the owner and the Technical Specialist must sign the certification. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be kept at your facility. DWO and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil & Water Conservation District Office. Please note that if you install
or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer
must also sign the Wettable Acre Determination Certification.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our
Central Office staff at [phone] ext. 571.
Sincerely,
Kerr T. Stevens
cc: Fayetteville Regional Office
Sampson County Soil and Water Conservation District
Facility File

State of North Carolina
Depa:ctment of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Brandon Faircloth
Brandon Faircloth Farm
6695 Autryville Rd.
Autryville NC 28318
Dear Brandon Faircloth:
LN".
R "'
"M Z 2000
r" `y I-C ILE NCDENR
NORTH CAROLINA DEPARTMENT OF
RCG' QFriCE ENVIRONMENT AND NATURAL RE50URCES
June 1, 2000
Subject: Certificate of Coverage No. AWS820420
Brandon Faircloth Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on November 22, 1999, we are forwarding this Certificate
of Coverage (COC) issued to Brandon Faircloth, authorizing the operation of the subject animal waste
collection, treatment, storace 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 Brandon Faircloth Farm, located in Sampson County, with an
animal capacity of no greater than 1240 Feeder to Finish and the application to land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The facility's CAWMP meets all requirements in place at the time of certification. However, it appears
that the irrigation system on site may not adequately cover all acreage listed in the Waste Utilization
Plan. The owner should address this inconsistency as soon as possible.
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.
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] FAX [phone]B
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS820420
Brandon Faircloth Farm
Page 2
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.
This COC is not automatically transferable. A name/ownership change application must be 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 Don Friday at [phone] ext. 533.
Sincerely,
Kerr T. Stevens
cc: (Certificate of Coverage only for all ce's)
Sampson County Health Department
Fayetteville Regional Office, Water Quality Section'
Sampson County Soil and Water Conservation District
Permit File
NDPU Files

Animal ii'aste Management Plan Certifie tiol ECEIVED
t t tPl.ase ;.:pe or print all info=ation that does not rewire a S4_ature)
Existine or New or Expanded (please circle one) WATcD-r*t-,,,
General Information: r�f�s%ha "'
Na me of Farmt-an/olo --- �r G47-4\ Traci Iv N.0: 119
O'xner(s) Name: n1�✓ o.,/ GL%,- flTL\ Ph on e No: `�/D -53 4{alo6
.a _
l•Iatlar.Address.-�� is. %l,-r Y' ae- /2 �u�#�rll� �►/� �F3if
Farm Location: Count,,- Farm is located in: Sa- sa
L atiiude and Lorgitude: 3sa D! ' 0.1"/ 7f 3.2' 3 `/
Please an,.ach a copy of a counry road map with ioc_';on identified and deco -;be below (Be sp ecilic: road
names, directions. milepost, etc.): Ft o,11 _'�2t lebur rrvesT o.t/ 5 /DDZ.
Ooeration Description:
l e of5yrir,e Alo. ofAniriols Type or?oulrr-i- No. ofArirnais
D %'ean to Feeder D Laver
0Fccdcr to Finish /, D :D Pulle:s
Farrow to W_an
D Farrow" to Feeder
Zr farrow to Finish
Type of Carrie A'o" of Anirrc:s
D Dairy
.ram
Orher Type ofLivesrock: \'utr. ber o,,'
Expendirrp Operation Only
ft_�:::
Previous Design Capacity: :?ddirior.al Design Ceaaci:y:n
Total Desi 2n Caaacin-:
Acrease Available for Application: ID-Df Rewired Acre.7OA....• zQ O _.
Number of Lagoons / Storage Ponds : I Total aoai~ity: / 73D 4 2-3 Cubic Ft—-. (ft=)
Are subsurface drains present on the faun: FES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON o(SPRAI' FIELD please circle one)
cexa[ge:aR:z:s sae �cuz z�s;tie �c �c ac.�arz���R 1Kz �*#at pass �:tie tie �K*#�c**a[ft �R lF ai�s�:x+ex ix a�aM +e tie ac��xz�s�at: xxscs
Owner / .Manager Agreement
I (we) vt:ifv that all the above infor-tatioa is correct and will be updat d upon changing, I (%ve) understand the oration an;
maintenance procedures established in the approved animal waste management tian for the farm named above and will
implem.nt these procedures. I (we) know that any expansion to the axistinE design c=acity of the waste treatment and
storage systcm or construction of new facilities will rzcuire a new r_rtifcation to be submitted to the Division of
Environm' ntal N1_--3c=cnt before the ncy.- animals art stockt-d. I (we) understand that uhere -must be no discharge of animal
w251e ;rpm the storage or application sy-ste.n to suracc waters of the state either dire~lv :,rough a man -trade conveyance or
from a storm event less severe than the '5-vear. ?T-hour storm and there must not.be :-.,n-off from the -application ofanirtal
%vaste. I (we) understand that run-off of pollutants ,•'rem lounzine and heavy use are- :lust be minimized using technic_1
stzndaras de':elee.d by the Natural Fersourccs Consc­aticn Service. The apor-�vcd pi_= xill be tilt; at the Earn and at the
ofIizt of the local Soil and Water Conscr••"^-lion District. I I yCe; hn0'A' thal 3nV 7DdiiI[�L',^n :.,L'St Luc a«nravCa.l?v i lCc: nIC�
sp.cialist and submitted to the Soil and Wat.r Conszn'aticn Disln:t prior to impic -lc-:=:ion. A change in lard ow-n=51 ip
,-'=:Sire+ wri:ien noii:SCation to QE%1 - nifizatici. S Ir t::- rrrrr ti ed plan :s c-..-'____+ within 60 da•: s or a tic= trastster.
\s;tie of Land Owner : { N - t C,
so
I In 0���
Frame of %I to ?:r�iI diII
R L
Si-natureDate: - J
tu'I-

Technical Specialist Certification
L, As a technical specialist dtsis! ,aced by the \orh Carolina Soil and Watc: Conservation Commission pursuant io 15,E
NCAC 6F .0005. 1 ce-nify that the animal waste management systc n for the farm named above has an w insal waste
manzgerntnt rian that mc_ts or exccc:s standards and specifications of the Division of Environmental ytanagerncnt (DEM)
3s spC! i Ji d in ]-A NCAC 2H.Q�l? and the USDA -Natural Rfscurces Consenation Se: rice (\RCS) and/or the North
Carolina Soil and Fate: Conservation Commission pursuant to i5A NCAC 2H.021 i and 15A NCAC 6F .0001-.0005. The
follow:ng r?_^gents are included'in the plan as applicable. While Inca catezory dcsignatcs a :czhnical specialist who may
sign e:,-h cr.—fication (SD. S1. WLr, RC. 1). the technical specla ist should only c_riiv pans for which they are Ltchaicaily
competent. -
II. Certij'catioiz of Design
A) Collection. Storage. Treatment 5vstem
Check Me appropriate box
a/Existine facility without retrofit (SD or %VUIP)
Storaee volume is adequate for operation ca-jacity; storage caPsbility consis.ent with waste utilization
requirements.
_.1 tie%v. expanded or retrofitted facility (SD)
?animal waste storage and watment structures, such as but not limited to collec.ioa systems_ lagoons and ponds.
have been desi=ed to meet or exceed the minimum standards and saecificatiens.
Name of Technical Specialist (Please
Affiliation: /llRC5
Address(Asency):
B) Land Application Site (`VUP)
C/;
/A YK Zap- KU-Ir
e No.: 3_`j'Z-
The plan provides for minimum separations (buffers); ad=uat- amouat of land for wasm utBizatiou; chosen. crop is
suitable for waste management. hydraulic and nutrient loading mates.
Name of Technical Specialist (Please Print):.
Affiliation:IQGS
Address(Aeency):
r
hone No. • 59,P26a
r,. ,_. / I _ 7 --C; 7
C) Runoff C nt ols fro Exteri ots -
:. Citcci rite appropriate iwx
acility %virho6t exterior 1ci- (SD or `V P or RC)
:This faciIit} dots not can=n antiexic for lots;
-l=sly_ � _ - _ - _ . -- _ - - - •- _ _
_Jr•
"- Eacility with"exrtri r lore- RC -
= 2_..._ ( ) .-.. .. .. ... -. --- •- .-.:
,�1 hflds to minimize iht r_un off olpollutsrus.fro lounsinc and heavv use :.sew - t
grit r. n _5 ^s�:e_l:CC. deal ned in
:z;Yy: : �t : ?�..a:ccii�anclvviL technical s•.artdards dcveloped by G CS. •-
-�� \amp OfTtrhnicoI Specialist tPl�� a Priritl:� :" WJ l SdLL is.C� ✓
Phone No. :5'_f,,Z- 7 76 3
Asti C •- .lsz:t:_-.

��, licafion and Handling E tti anent '
ck the appropriate box
La"Ex:imi r expanding f iliry wi e ' 'nQ w t Ii n e men (WU-P or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified -hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
Q New, e-CDnn ed, or existing -facility without exisdn; waste application equipment for srav img tion. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan)-
Q New. expanded. or existing facility without existing y/ure applicaton equipment f r land spreading using
urav irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan). J
Name of Technical Specialist (Please Print):_ �� +I �ayt ��l 1 d rr
Affiliation C 5 Date Work Completed:
f
Address (Agency): Z5 -( ottu 0' d �f t' � l , C�i�fiz>t �tiC_ 29' 7-1 PhoneNo.:
!� ; -
Signature: �- ti ��--� Date: -- -
E) Odor Control. Insect Control.' Mortality Management and Emergency Action PIan (SD
SI. WUP. RC or D
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect
Control Checklist, a Mortality Management Checklist and an emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan_ Boot the
Mortality Management Plan and the Emergency Action Plan�� are complete and can be implemented by this facility.
Name of Technical Specialist (Please Pri.nt):,
Affliation 1� CS Date Work Comtleted:
Address (-Agency):
signature:_
F) Written Notice of -New or Exbandina Swine Farm
Z 3 Y _Phone -No.: -
Date:
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21, 1996, when was it constructed or last
expanded
I (we) certify that I (we) have attempted to contact by cer fed mail all adjoining property owners and all property owners
who own property located across a public road, street. or highway from this new or expanding swine farm- The notice was
in compliance with the requirements of NCGS 106-805- A copy of the notice and a list of the property owners notified is
attached.
Name of Land Owner:
Signatiirei - - - - - - Date.
Name of Mai a er (if /different frtita owner)W, ?1yy=` `^� s"; `' t :>7

III., Certification of Installation
A) Collection. Storage. 'Treatment installation
New. expanded or retrofitted facility (Si)
Animal waste storage and treatment structures, such as but not limited to lagoons and pond, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation - Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Ayvlication Site ON -UP)
Check the appropriate box
U/ The cropping system is in place on all land as specified in the animal waste management plan.
:..1 Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system
as specified in the waste utilization plan has not been established and the owner has committed to establish the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is
appropriate for compliance with the wasteutilization plan.
0 Also check this box if appropriate.... . .
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days
of this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print): Il a �e.-�'` JwG�r �1
Affiliation DQ;yLsi e .✓— fV G D A Date Work Completed: 2;L Dc�T- 9�
Address
Sianatun
This following signature block is only to be used when the box for conditional approval in B1 B
above has been checked. {
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan,
and if appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion
from a Technical Specialist within 15 calendar days following the date specified in the conditional cerrificarion. I (we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me (us) to an
enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC -- August 1. 1997 4

r C) Runoff Conirnls frnm Exterior Lots (RC)
Fsci!iry %%ith everior lots
Nfrthods to -:unirrjze the run off of pollutants from lounging aid hezvv use areas have b —n ins:-,jl-d as spec' -fled
in th_ -,]an.
Far facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print). -
Affiliation:
Address(A`enc :•): Phone No.:
SismatuFe: Date:
D) .application and Handlin; Eouipment Installation -('i'i:P or I)
G.ec� the a Prx.e Dock
:-3mal waste appiicatian and handling equipment spccined in the plan is on st' and reads' for use; caiibraien
ar:d atilt s;mem ma,=;--?s bav-. bten proti-id,d to Lie owners and are contained as :r_ of Life Dl::tt.
ZJ Animal waste application and handling equipment specified in the pianz has not been installed but the owner
hs prpposed leasing or third pane application and has provided a signed con- _:- c?uipm--it in The
c.n:ra.t agrees with the reOuirements of the plan; required buffers can be 'maintained: calibration and
adiu=nent guidance have been provided to the oKne.s and are contained as,par of the plan.
D Conditional approval: animal waste application and handling equipment specified in .he plan has b=cn
purchase: and will be on site and installed by (month/day/yea:;; there is ad=uate storage to
hold the waste until the equipment is installed and until the u•ste can be land applied in ac_ardance with the
cropping system contained in the plan: and calibration and adjusune:it guidance have been provided to the
owners and are contained as part of th_ plan.
Name of Technical Specialist (Please Pr t): Uvt 5
Affiliation: AiRGS I
Address (Aeencv): i` Al C Phone No.
SiEmature WDate:
The foll0 vin- signature block is or l_i• to be used when the box for conditional approval in III D
above has been checked.
I (ire) cenifv that I (we, have committed to purchase the animal waste application and handling equipment as
specified in n'w (our) waste man 2se:nent plan and will submit to DEEM a verification of delivers and installation
from a Tc4hnical Specialist within 15 calendar days foIlcwine the date specified in the conditional c: nitication. I
(we) realize that failure to submit this verification is a violation of the w•zste management plan and will subiect me
(ifs) to an enforcc n_nt action from DENI.
Name of Land Owner :
Signature:
Date:
Name of _Manager'if different from owner):
Si;nature:
Date:
E) Odor (:ontrnl Insect Control me -it rSD. SI. W P. RC nr I)
.xt::hods ro carol odors and ;nsecrs a snecifted in tht ?!an have bc_a installed and are operational. T"e
n10.^.I3llt�' 77a' = �e 5ySizT a5 5re_. n the ?!Zn has also be--n ins s!'-f end is orfrzzionnl.
Name of Technical cpeci:tii:t +F!e=se
�t�iiitttion: Q 5
A.id:.s•(a �•ca_ �: �ex�,o �- CIi,J /� P':cre No.-

TABLE 2: Application Agronomics
Tract Field Soil Type jrop Lbs N/Acre _ Acres Lbs N/Field Month To App y
1659 4a WaB BG 235 10.05 2361.8 Mar -Oct
. 4a WaB OSG 50 10.05 502.5 Sept April
Total Acres 10.05
Total N Used 2864.3
BG=Bermuda-grazed; OSG=Small grain-Overseeded and grazed
Table 3: Nitrogen Balance
Total N Used 2864.3
Total N Produced 2852
Surplus or Deficit -12.3
The nitrogen balance shown in table 3 should be equal to of less than 0 to fully utilize the nutrients
produced by the swine from this farm. To produce crops at the RYE'S shown may require the use
of commercial fertilizer to balance fertilization rates in crop rotations. This farm is producing
2852 lbs of nitrogen per year in the waste water and an additional 446.4
Ibs of nitrogen accumulates annually as sludge, To land apply the liquid portion in an acceptable manner
requires the irrigation system to pump and spread 1149480 total gallons annually.
Table 4: Irrigation Application Rates
Application Rate Application Rate
Field oil a Cron �r !A the tion
4a WaB Bermuda 0.6 0.9
4a WaB Sm Grain 0.6 1-f
1,0 ReF
The irrigation application rate should not exceed the infiltration rate of the soil at the time of irrigation such
Wage 2

j . ' _ `. ' - r - - ` ` ' > ` 1 RECEIVED
`�f WATER QUALITY SECTION
FEB 2 3 2or0
WASTE UTILIZATION PLAN AGREEMENT
Non-Discls-qe Pemutti�g
Name of Farm: R Brandon Faircloth
I (we) understand and will follow and implement the specifications, operation and maintenance
procedures established in the approved animal waste utilization 1 for the farm named above. 1
(we) know any expansion to the existing design capacity of the ent and storage
system or construction of new facilities will require a new certi 'on be submitted to the
North Carolina Division of Water Quality before the new anim s st ked I (we) also
understand there must be no discharge of animal waste from thi Sys m t surface waters 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 Distri'
and will be available for review by NCDWQ upon request.
i
Name of Facility Owner: R Brandon Faircloth
Signature: .,—� i� c _ Date:
Name of Manager (If different from owner):
Date: �,
Signature
,w 0-
Name of Person Preparing Plan
Affiliation. -
Phone No.
Address (Agency):
Signature:
Robert D Edwards
NCDA
919-523-29-41)
P0Box.O
Kinsto C� 8502.0801
1�
Pate:

EXHIBIT a
f
WASTE IITILIZATION PLAN
i
REQUIRED SPECIFICATIONS
Z . Animal waste shall not reach surface waters of the stage baf
runo`f, drift, manmade conveyances, direct appl_cat c-n, or
direc:: dischawce during operation_ or lard application. Any
d�SCY:urQe of `tlaSte 'N^_i ch reacnes surface water is crcnia} zea.
There must be documenLGtion in a des -Lan -folder tha;. =he
Producer either owns or has can Ggweemenc %Cr use or adequateland cr, which to Groner 1 v aop 1 y file 'w'asCe . 1- the _P-ca cer dces
r_at cw. adequate _? any to orcoerly dispose of waste, ha, sire shall
provide a copy or an agreement with a la:?d.owne- who is + ith.? a
reasonable proximi_`i, allowing him/her the use of t1ae land for
waste apAlication . _.- is the respons4bili tat Of the owner of the
Lac l_tv to secure ca--.. urdate of the waste Utilization plan when
there is a change in the cperaticn, increase in the number ef:
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrocen needs for realistic crop yields based on soil ty-e,-
avaiiaale moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of anolicati or: for o,-her nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. waste may be applied to land that is eroding
at 5 or more tons, but less than I4 tons per acre per year
providing grass f ilrer ships are installed where runoff leaves
the field. (See FO':TG Standard 393 -Filter Strip)
5. Odors can be reduced by injecting the waste or disking after
waste application. wasta should not be applied when there is
danger of drift from t-he irrigation field.
5. When animal waste is to be aa;plied on acres subject to
flooding, it will soil i::cLrpor3ted on conventionally tilled
cropland. When applied to ccnservation tilled crops or
ti
grassland, the Waste may be broadcast provided the G;plicazicn
does not occur a seasc. prcne to flccdina (See "Weather
and Climate in North- w Caral ina" for guidance. )
7. Liauid waste spa-1 he acol 1ed at races not exceed- the so -ill
infiltration rate .�.. that r.Zno`7 dces not. _�ccur offsite or tc
surface waters and in a -netho�" which does not cause drift from
the s_te during anc__ca:.-icn. No :,o=na srculd occur �- order
to control cdcr or f=yes.
8. Animal waste shall __cr ce acpl _ d ,.t satura-_soils, dur;nC
rainfall event8, or when. the surface is f_...: en.
. Animal waste shall ? a^ -lied on act_Vely _rowing cr--ps _ : such
a manner that the Cr :s iS not c^vered '+Vitt: wasta to a de_ %'th -:rat
would inhibit groWt_.. T:^.e nocen::iai for Sal: damage __z_m an-4 :al
waste s:.ould also r,a cca.s_derad_

EXHIBIT a-9
r
f • 1
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter f'or
spring planted crops on soils with a high p,otencial for
leachina. Waste nutrient loading rags cn these soils should be
held to a minimum and a suitable winter curer crop planted to
take up released nutrients_ Waste shall nct be applied :yore
than 30 days prior to plantir_g of the _rcp rVr Lcrages Brea 4 :g
dormancy.
11. Any new swine -facility sited on or after October !1995 shall
comply with the following_ The outer perimeter of the land area
Into which waste is applied from a laccon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial scream or river (other
than an irrigation_ ditch or canal. Anima'_ waste other than
swine waste from facilities sited on orafterOctober 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer ti"-Gn 100 feet to
wells _
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a lard application site by a
"technical specialist". Animal waste shall not be aoolied on
grassed waterways that discharges directly intern water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drir` frcm
the site.
15. Domestic and industrial waste from washdcwn facilities,
showers, toilets, sinks, etc., shall not '!e discharged into the
animal waste management system.
17_ A protective cover of appropriate veQetaticn will he
established on all disturbed areas (lagoon: 7, Lankme .its, berms,
pipe runs, etc.) Areas shall be -fenced, .as rlecessarv, to
protect tale vegetatiCn. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where ccns_^ered
appropriate. Laaccn areas Should be {eot ''.owed and accessible.
Berms and structures should be inspected re,:--a-larly fcr evidence
of erosion., leakace or discnarae.

EXHiBiT a-lL
` r WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
:3_ "sf animal producticn at the facility is to be susc_ended or
terminated, the owner is responsible for obtaininc and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pum-s, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should he kept on
site.
29. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumotion. 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.
21 Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment laaoons. Pumping shall be managed to
maintain the liquid`level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when thes
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.
23. Dead animals will be disposed of in a manner that mee4s North
Carolina requlations.

^• Nutrient Management Plan
Producer: R. Brandon Faircioth
Address: 6695 Autryville Road
Telephone #: [phone]
Facility #: 82-420
Farm Location: From Salemburg West on SR 1233 to SR 1002. Entrance on the rt 0.1 miles.
Type Operation: Feeder to Finish
Table 1: Waste Calculations"
Type production
Animal Units(AU) Ibs Nlyear gallons waste,
sludge Nlyr
wean to feeder
0 0
0
0
feeder to finish
1,240 2852
1149480
446.4
farrow to wean
0 0
0
0
farrow to feeder
0 0
0
0
farrow to finish
0 0
0
0
Total N per year 2852
Total gallons wastelyear
1149480
Acre incheslyear 42.33188481
Total N from sludge produced/year
446.4
"Calculations based on animal units with waste applied by irrigation
Several factors are important in implementing this plan to maximize the fertilizer value of the waste and to
ensure that the waste is applied in an environmentally safe manner. Factors included are:
1: Always apply wastes based on crop needs and the nutrient content of the waste.
2: Do not over apply nitrogen.
3: Do not apply wastes on saturated soils, when it is raining, or when the ground is frozen, either could
cause surface runoff.
4: Consider wind conditions to avoid drift and down wind odor problems.
5: Wastes can only be applied to actively growing crops or not more than 30 days prior to planting or to
forages breaking dormancy_
6: This plan uses nitrogen as the limiting nutrient.
T This plan is based on wastes being applied using irrigation. If the application method is changed,
this plan will need to be revised because the nutrient content vanes depending upon the application
method.
8: Waste samples are required to be taken and analyzed at least 60 days within the application date.
9: Soil samples are required to be taken and analyzed annually. These analyses are used to balance all
nutrients for optimum growth and to monitor metal levels in the soil, especially copper and zinc.
Page 1

TABLE 2: Application Agronontics
Tract _ Fier it ype— Croo Lbs WAae Acres Lbs WFith To Apply
1659 4a WaB BG 235 10.05 2361.8 Mar -Oct
4a WeB OSG 50 10.05 502.5 Sept -April
Total Acres 10.05
Total N Used 28U.3
BG=Bermuda-grazed; OSG=Small grain-Overseeded and grazed
Table 3: Nitmgen Balance
Total N Used 2864.3
Total N Produced 2852
Surplus or Deficit -12.3
The nitrogen balance shown in table 3 should be equal to of less than 0 to fully utilize the nutrients
produced by the swine from this farm. To produce crops at the RYE's shown may require the use
of commercial fertilizer to balance fertilization rates in crop rotations. This farm is producing
• 2852 Ibs of nitrogen per year in the waste water and an additional 446.4
lbs of nitrogen accumulates annually as sludge_ To land apply the liquid portion in an acceptable manner
requires the irrigation system to pump and spread 1149480 total gallons annually.
Table 4: Irrigation Application Rates
Application Rate Application Rate
_ Fief Sol Tvve Cry IrrchesMr 1nches/APPlWaALQD
4a Waa Bermuda 0.6 0.9
4a WaB Sm Grain 0.6 1.2
The irrigation application rate should not exceed the infiltration rate of the soil at the time of irrigation such
Page 2

1 � 1
that runoff or ponding occurs. The application amount should not exceed the available water holding
capacity of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the
nitrogen needs of the crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on
the average of once every 6 months. In no instance should the volume of waste being stored in your
structure be higher than the upper pumping marker except in the event of a 25 year, 24 hour storm,
tf surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrigate the acres shown in
Table 2_ Failure to apply the recommended rates and amounts of nitrogen shown in the tables make this
plan invalid.
Narrative of Operation:
The application field on the attached neap is colored yellow. There are no required setbacks with this
application Meld. There is a solid set irrigation system in place in the field to apply the waste. Hybrid
bermudagrass has been established and will be grazed or rut for hay_ The nutrient utilization plan has
calculated based on grazing. Rye will be overseeded in the Fall and grazed_ The nitrogen rates used to
calculate the required acres of bermuda and rye for the Wagram B soil type were based on NRCS
realistic yield expectations_
Page 3

EMERGENCY ACTION PLAN
PHO``E tiTUMBERS
DWQ (9191 733-900
EMERGENCY MANAGF-MENT SYSTEM] 191Q) 592-8995
SWCD 19101 592-Z263
N-RCS 91092-
This plan will be implerneated in the event that wastes from your operation are leaking.
overflowing, or running offsite. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
I. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the zunoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakaec 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: Leak.a�a-e from flush systerns. houses. solid separator action include:
a_ Stop rec..'cle pump.
h. Step imigation pump.
,._.. Mike sure no siphon occu,-S.
.i_ Stop ail flan in "f'e !rouse_ ;:ugh _%pie its.

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. Die 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
hales and compact with a clay tppe 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 re!eased and for what duration?
c. Any dama a rioted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
c. Does the spill have the potential to reach surface waters`'
€,. Could a future rain event cause the spill to reach surface waters?
g. Are potable water yells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business !tours, call your DWQ (Division of Wmr QuaUy)
regional office, Phone - - . After hours, emtzwcy number: 9119-7"x3.3942-
Your phone call should include: your name, facillit3r, Mleptmua mom, the dMils
of the incident from item ? above, the enact afthefikeiray.thekcitfionor
direction of movement of the spill, wEather and wind conditions. The aoa=ve
measures that have been under taken and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number
and local `RCS office for advice/technical assistance phone number - -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to then and ask that person to contact the proper agencies for vou.
Contact :he con[:ac:or of v our :hoica io be�z,in repair of problem to minimize off -sits
damage.
a. Contrarors Name: :S,
l,, `Lil;::]�'�1C5.�:iu����_'71113�C�Ir1k�01�,,►�1G1,���,h Q�c..c�, L>.i,�a�-R� N�

6: Contaci the technical specialist who certified the lagoon (`RCS, Consulting
EnF i neer. etc.)
a. Name: Gn� t(SWArUS
b. Phone: _S� q - :z (0 3_
7: Implement procedures as advised by DVv Q and technical assistance agencies to
rectify the dama°e. repair the system, and reassess the waste management plant to
keep problems with re#ease of wastes from happening again.

Swine Farm Waste Management Odor Control Checklist
source Cause ME to Alsimin Odor .time tipecific Prarlices
~ F.0 ulnl�.eel • Swine produclitm Vegetative or wooded duffers; _
W Recorliamded hest management practices;
Gr Good judgment and common sense
Aointal lit idy surfaces • Dir[y manure -covered animals Ci Dry floors
Wca Mal le-Lovered floor's RI Skilled floors;
fF( Waterers located over sloped floors;
n Feeders at high end of solid floors;
W Scrape manure builllnp from floors;
n tlntierfloor vent anion for drying
- f.l.11lolc ce,lle. ion pica Ilritle; f9' Frequent manure removal by flash, pit recharge, -
• Parlial IIItCrllbial dCCOMPOSiliAll or Scrape;
n underfloor veenlil'aliult
VC1161alie,ii e:Xhtatbl I•.1m, volalile gases; Pr Fall nlainlena nce; �-
l)tixt GX Elltcicnl air ntovcnlcnt
hul+a,r GV Washdown bcimcn g;roops of animals;
i7 1-c:ed additives;
n Feeder covers;
Pr hceel delivery dowlrslxtat cNicndcis to lced4i
covers
k It�:,h I.oitl.a Agilaliun of recycled lag nnri 0 Fhlslt tank covers; �.
Ii.luid while tunics are tilling 17f Emend fill lines to Year bolloin nI latiLs with
7n11-SlpllOn ve1llS
_.g i,,, , allL:y'N - � • Agiialion during waslewalcr� n Ilnderflour Iltlslt with nnderfloor vetililaiion
conveyance
t'u let 11.11l;e: points 0 Agilalion of recycled lagoon n EXICild rt:cltarge lines Io 14C;11' bultunl of j1u_% — - —
liquid while pits are filling; with anti -siphon veols
hill tlatimis 0 ACilation dtiring; stomp wtik f1 Sully lank covvrs-
filling; and drlwdown
Hia5idc dwin collixii,+o • Ag;ilalinn doriug; waslcwaler n Ilox covers----
ur joiie:lie►II huAes conveyance
Ahll 1(' - t•luvt;ud+cr 11. 1996, Page 3

Snurcc
Causc
RMPs to Minimize Odor Site Specific Praclices
Elul of draiflpipes al
a
Agitation during wastewater
11-
Extend discharge point of pipes nndernealh
lal;ann
conveyance
lagoon liquid Icvel
! ag+lun turf:iccs
0
Volatile gas emissions;
(W
Proper lagoon liquid capacity;
•
Biological mixing;
f_ri
Correct lagoon startup procednres;
•
Agitation
Pr
Minimum sttrfacc area-to-vohtnte ratio;
R
Minimum agitation when pumping;
n
Mechanical aeration;
f'1
Proven biological additives
ki it;:llioii sprinkler
•
I ligh pressure agitation;
R
Irrigate on dry days wills little or no xvind;
nu«l a
.
Wind drill
Cr7
Mininlimi recoinnleluleel operating pressure;
PI
Pump intake near lagoon liquid surface;
n
Pump froin second -stage lagoon
- Sim.1l;c Llilk ur basin
a
Paitial microbial decomposilion;
n
Ilommm ur midlevel Ioa(hng;
"„ laica
Mixing while filling;
n
'Tank covers;
•
Agitation when emplying
n
Basin surface mats of solids;
n
Proven biological additives or oxidants
`iclllinl; kl. ill %u11'tlt:c
•
Partial m1cfobial decomposilion;
n
fixlend drainpipe outlets underimallt liquid -- ---
•
Mixing while lilting;
level;
•
Agitation when emptying
n
Remove settled solids regularly
t`immic, blimy m SImlgc
•
Agitation when spreading;
n
Soil injection of slurry/sledges; — --- - — —
spi cadcr clullct'
a
Volatile gas emissions
n
Wash residual mantire from spreader alto use;
n
Proven biological ilddilives or Oxidants
t h1covurell matlme, _—
•
Volatile gas Crllissions while
f]
Soil injection of slurry/shidgus--_---- --- — ------
sllury- Of sludge flu lidd
(trying
n
Soil incorporation %viihin 48 brs.;
sill I,tc "s
Cl
Spread in thin uniform layers filr rapid drying;
CI
Proven biological additives or oxid:iiits
1 i4:��! �ininiala
Carcass decomposition
f
Proper disposition of carcasses — —
I)cJ11 amill,ildi-,Jlmal
•
cw,cuss dccomposilion
n
Complete covering of camisScs Ili bmIal-
1"I'
n
Proper location/cooslrticlinn off isposal pits
liI4.IIlClitl�lly
•
Iltcmilph:ie Cnlnhlostion
n
Sccondary slack Immeis _---'
A NI( )t- - Novcni1wr 11. 1996, Paige 4

_ S►n►rcv Cause WIMPS to Mimimixe ntluF Sile Specific Practices
Standing water amend • Improper drainage; Grade and landscape such Iha1 water drains
tat dint s . Microbial decomposition of away from facilities
organic mailer
himiure trackc►i oruo • Poorly maintained access roads it Fann access road maintenance
public roads lit►nt faros
aLILS]
Addili{anal Information
Swine Manure Managcu► m ; 0200 liule/11MP Packet
Swim: haduction Fann Potential Odor Sources and Retnedies ; l-BA1? Fact Slieet
Swim 11rotl►tc:tiou Facility Manure Management: Pit Recharge - Lagoon Treatment ; 1:BAE 129-88
tiwinc Production Facility Manure Management: Underfloor Flusis - Lagoon Treatment ; E?RAG 129-88
I.agoorr I)C: Jgn anti Management for Livestock Manure "rrealment and Storage ; 1?E3AE. 103-93
( jIbralion of Maonte anti Wastewater Application I:quipumil ; EiBAG I -act Slice(
t omi olling Odors Frans Swinc Buildings ; 11111-33
i:uvirtmmunwl Assurance Program ; NI111C Manual
Opti4ms fOr hlanagiug Odor ; a report from the Swine Odor Task Force
1 m., mtcc L.'mic►:rus in Animal Manure Management: Odors anti Flies ; 1"1110107, 1995 Cut►femice Proceedings
AM[ W - N�wcn►lwr 11, 1996, I'age 5
Available From :
NC:SIJ, C:uturly Extension Ccote►
NCSII - BAI:
NCSII - BA
NC'SII - IIAF
NC.SIJ - BAF
NCSII - IIA1:
NC'SI I - Swine Extension
NC Pntk Producers Assoc
N", IJ Agri Conummications
11m id;i Coollcrativ4 Fxlensimi

Insect Control Checklist for Animal Operations
IN%19Control Enscris - Sile Speciilc IIIarlicis
I m.11 i IIIlL:l �i ACcuuuttalion of saiids Rush systtan is designed and operawki
sulliciewly to ra no" Accumulated Sc}lids floill
gutters as designed.
Ir Resnove bridging of accumulated solids al
dis4hurge
I i1gullm ,11141 I'll!) ('t1wcd Solids Rr Maintain lagoons, seuling basins RIO Mils wltct c
pest breeding is apparent to minimize Use
cntsting of rol#ds to a depilt of act more, than 6 -
g inches over awn Than 30% of surlaee.
I PLC -)A% l•1;LljI$vC — Decaying Ve etalttnt Maintain vegetative control allnig hanks of — - - --- - - - — -- --
{ it „will lagoons Rod other iltq muldnients to prevt nt
Ilccurnuintion of decaying vegetative mailer
along writer's eiige on Ilapouadmenl's perimeter.
..__ Iir�hlyslelgrs
l V,IL; 1% Feed Spillage Cl I)csi}lu, operate Wit# Illaililain fed:tl sySICIIIS
hltakers anal Irotlghs) to minimize 111C
ncctanithtuon of decaying wutuaya.
11 Clean up spillage on a routine basis (e.g., 7 . In
day interval during stuanser; 15-30 Clay interval
daring winter).
ACctlutlnlalilltlS of Ned residues 171 Reduce ulcrisltne ucculuulalion willtitl and
around immediate peri eler of feed storage
areas by insuring clraatage away float silo
and/or providing adatluale coutaitinnew N.I; ,
covered hip fist hlcwer's grain and Silnilal Itil;lt
mnislure grain prdKhn ts).
f1 hasped f4w arul remove or lurak nap ai-CIIIIIId:dCtI
vilhis in tiller Strips armful nerd soilage --
twellul.
A M I I ' • Fl,wcntl),a I I, I'al;c I

Mortality :liana-aement Methods
fci7eA which method(s'i arc being implemented)
J Bunal :hrez ;e_. bencauh ti:� surrace of ti;e srou:id uiFn _' ._C :i a::�_
kl-,Olti'i:`i`C 0I ih Tht bu::ai —,,u i te at itasF _+,1jf_i fe .:0,—. In
sFream or pubiic of wat=:. -
i� Rer �e i at a re: le::ng ur ce: C.S.
! Compiz:e inciner2cic:.
In the case of dead ,'pint:-' cnlv, placing ;n 3 Q15uosai CI a 5:z' and j:. s =:
approvice by the Department of Amcuitt:re -
..t AnyrrcFhod '.L' :�.. in t:']=
ri`iali;! nos;ibie th.- 5alvage of p. ri of .3 3r i.na: 5 `•'.°iut i. --'r cut
hnrnan or animal health. (V, ri:ten 3ppro'.3; of the Stat. �:e-irar;an .must be
attached)

Landowner/Operator Fume:
Address:
Telephone:
TABLE 1 - Field Specifications
IRRIGATION SYSTEM DESIGN PARAMETERS
ttt�✓cie•✓ �ir o
9s- r, v'Ile .fe
County: Sr-%
Date:
UIRIIIT D-1
Mill'
Number
Approzlinale
Mezimrarn
I Potable Site
of NO
metes
SoU Type
Slope
_ (ah�_
� Cropi)
Mss6nwn
Appiiradea
gale]
hdhr
Mambeunr
Appilrallen
per Irricalion
Cydd
Lichen)
C�tirtirnenf�
_
�- .J4_
0.60.
.6O.
01
1 Scc allached map.
2TrAal field aucage minus icgaired huffet areas.
�iie%r In N. C. irtigalirnr Otside. Field (lliicr. Technical Guide, "eclion 11 Ci. Anmral nlgtilieaiion mual nol exceed the agtortafnre Tales lnr lilt Roil and crop mr.l.
NRCS. NC
JUNE, 1996

PA

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BIC] GUN°
PERFORMANCE TABLES U.S.
UNITS
'100 SERIES BIG GUNS
-- 240 TRAJECTORY"*
N
l
100 T TAPER BORE NOZZLES
NWZ* Nozzia
'S' 5'
1,. e'
Mazz'Id
Noriie Niz2l6
BS' .7'
T Niue
I Y5'
ib
8"
} No,x- le
BS'
I NWtb
i 9'
`DlA
Nnclb
mf
01
PSI GAM DIA GPM DIA
G1. 91A,
GPM UTA GPN'! DIA
I GPM DIA
GPM DfA
111 GPM Di* , GPM.
GPM DyA.
SG 50 205' ff• 2t5
I4 .25'
87 235' 100 245'
115 255'
130 26F°
150 ^73' 155
290'
i 2n4 300'
70 60 225' 6,5 238'
Ram
88 756'
103 263- 120 275'
1 13, 283'
155 295'
177 302'
-
2a3 338'
9L 68 2d5' 83 258'
10C 27C' 111, lei t3- 295,
1155 306'
t75 315'
201 326'
�JA22"�3&K�ojj!33$
'
27a 382'IMpik
Lt10 7fi 265' I 92 278'
t11 290' 129 303- 1 15a3t5-
171 324.
1 195135_
222 3+s 2I ---355
r 304�380'
'Av&Aabir only wRr, F10O A SRIpC
100 R RING NOZZLES
-j
ton nN rnFFI IGFP Nn»M Fc
PS
M 71 PING
GPDIA
.77 RING
GPM DIA
81 RING
GPM DIA
86 RING
GPM DIA
I 89• R'DNG
GPM IA
53 RI.tiG
GPM DIA
96 AlNG
GPM DIA
0.5 [IN I 0 B ON 0 7 DN
�M GPM Di G. DIA GPM rJU
O,aON
GPM Df:•
Aa
56 2D8
76 212
91 215
103 224
t18 2.35
134 238
152 242
a5 11a 66 $61) 91 ttl2
119 19!
m
t=•.
- R
'>83
fi0
01 235
96 24n
1t0 245
125;a;
27)
154 275
:'B1
— - — I10 200
143 21F
80
94 255
1 1 1 255
127 275
145 2t35
1i.3 300
189 31L5
2 1 , 275
100
105 7m
124 2B0
142 2915
162 305
1P2 320
2i2 325r
236 335
,. A- - e{sprrK imflie+t 4i+'J Bess rw Ina a'i' IraJe�-rorV drly.g. O"'- Ie55 'Gt �e•
150 SERIES BIG GUNS -- 24° TRAJECTORY"
150 T TAPER BORE NOZZLES
Nozzla Nouie i Nozze•
Nozzle
I Nuzzle �._
� Nlazzle
Nuzzle I
.7' ' a" I .P'
1D'
'.?'
1 Y
1.3'
'
oSl,
GPM DIA GPM DIA GPM • iA
GPM
✓IA.
GPM
')IA
GPM
,.DIAL.
GPX4
DlA
1Y3 r17 265' !a3 295' 1B2 3C5"
225
325'
275
345'
32,
r�
3c5'
385
380'
83 126 290' I 165 310' 1 210 335' 1
260
355'
315
3�5'
3a0 Y
395'
K
445
41n' r
` 500 143 310' 1Ei5 :530' 235 355'
290
975
355
a0a•
425
420' i
500
440•
120 57 Km' ' 204 35? i ?58 375, I
320
395'
I 385
An,
465
44D'
545
480•
150 R RING NOZZLES
Ring j
Ring
;3'
{ .Ring
26"
— Rir�
134'
-�
-1�
R.
t 4i
.`
36' 37 {{ 1 08'
PSI I GPM 'DIA GPtA DIA f GPt.1 DIA
1
GPM
DiA
f
GPM
DiA
+
f GPM
1
CIA i
GPM
DFA
IA *A62
6G 11) ? c' 43 .rBO' iB2 300'
225
115'
275
33s
33G
350'
385
365. I
80 1 ;,28 19q 75`. 3:>j, 2'.r) 3_';' I
26r
;i40,
I 315
360
1 380
380' I
say
395'
100 +a3 300' 235 3a0'
290
300'
355
3aC
425
r-'
zGr7'
SY,'
41S' 1
L 120 I 157 315' I 25,4 335' �— 2m 350' -- I
320
3E0'
385
4�0'
465
a20' I
S45
43_S' J
"1'le tliame14' 01 017. I� spilt©.,matlt'1 3` lev[ lot in. 231 traloclory angid.
200 SERIES BIG GUNS -- 270 TRAJECTORY"
200 T TAPER HARE NOZZLES
Nozzle...
Nozzle r4nzzle--~_i'lnizle
Nozze
I f4fzzle
NOZito
Nozzle
NC22lei
L.
i 05" 1 13'
P S.I. GPM ]IA. I GPM DIA I GPM DI4 i GPM �!A
1 4'
GPM
DIA
1.5'
GPM 7lA
I
16.
GPM DIA
t 75'
GPM ❑.A
t 9'
1 GPM DdA.
70
1��'�40�5�+e-.e_i'.:t��+s=.
( 27U 3F0' I 31J J60' I 355" 95•
1,n►'A!!D
-t :;G'
4an
vya5
:3G'
S5 :�=1'
I
5'i0 4b5' 1
7SS a45'
IN
d40
islam
515'
I�+.+.�
90
�'1L:+rst.�
I 310 :90 353 4r� c e05 425-
i44.,
455
62., 4d°'
1
715 505'
B55 535'
1 1005
1)55' I
;IG
340 410' 39u 43G' I 445 SSC' I
^495�•465'
52S 173
605
4-5-
69S
1
't'1' S2_ .I
5!<_ 5c5
;1r�.
5K,
370�_ a25'••• 42Sy' 445' {
SIM
.� 56� 485' 1
655
5.5
I 755 540'
I_
B60 560'
1025 590'
1 1210
-32C -
130
n o awr_ urt��r sc 1
;• airq 1 ?;,' R,rx3 1 ';• Ring
I r1 a6" 155b" acluaq
I R,zy t 1." A+rp t 'S' Rrn1,
I ft 66 aclvail (17.1" aclvail i183- anuaq
2' Rmg
1193" actuary
PSF
(1'29' aclu91i actual{
GPM ']!A GPM DIA GPM '.3lA
i
! GPI. '!:. 3^4r !7 i,A GPI,+ CIA
GPM DIA
60
2'>0
340 1 330
370' 1
38, 390, I 445 Sly 4?` i 5.85
oar)-
yy5 455'
1 ,80
:,,10
370- 35C?
a06'
44ti a20- 515. .•.aGr 590 675
470'
605 490'
IOC
324
3G, 42�
425'
504) 44S' I 575 =�5 660 45•? 255
51)C'
900 52O'
�--�x.:
-.t
•.••i •••
�Iwc R•r�xr.r
clri` fir` 39Drt3:na
lk5�x�neri�
I 120
I 1..,5
a�, a+;S
-ice
5-s=, d•:5 53. �?5 ir7�75
4B5 5.45,
"TPe chamete, nl Inrp..
❑ appr0.larelely 2'z
less :or Ina 24°
IiajecIcKN angle 5a, iu55 for the 21' ,ra:nc;ely angin
The 816 GUM'
IvJO(rharw; pa14 nay t0.en ootained ,:nder ideal Ieil ;,Jrlilrlipny and may �+ aj+ur5bly alemed iJY winA, '1r70• n1RNduii[ an,ranCP
CondRlons
0' Diner 140o a
Nation
Irngalioi, Co 00:auon mAites nu rel7•esentaEion rega7d-1; :'o;tbt condAUpn. u-101mily. O' a3011catr0n rate

Sy- *(qn Calibration
information -presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
charge over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear resu!ts in an increase in the nozzle opening which wili increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniforrni,y. For exarnpte, operating the system with excessive pressure
results in smaller droplets, greater porential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles car result in pressure increase. Plugged
intakes or crystalization of mainlines will reduce operating pressure. Operating
below design: pressure greativ reduces the coverage diameter end application
u<<6 rtrity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scab from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For statior'�ary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. Fc r traveling
guns, sprinklers should be located along a transect perpenditiuiar to the direction of
pull. Set out collection containers 25 feet apart along the transect an -both sides of
the gun cart. You should compute the average application rate for a'I
noruniformity of the application. On a windless day, variation between containers
of more than 3C percent is cau_.e for concerr you should :on;act your irrigation
dealer or :echni.al specialist icr assistance.
lk?arinfo,d tnr rt..rlt,`-7W0r` !`raining JC, Qra.2lions of A.n.hrai V.45rp FvL,-r')S Adanuai

Table 5-4. Discharge characteristics for rotary impact sprinklers used
with permanent stationary irrigation system.
Nozzle size
Operating Pressure (PS11
j
(inch)
50 55
60
How
Diameter Flow Diameter
Flow
Diameter
GPM
ft GP%1 ft
GPM
ft
Nelson F70APV
114
12.8
128 13.6 131
14.0
134
-9l32
16.0
134 16.8 137
17.6
140
Rain Bird 70 OV
1f4
12.9
1?4 13.6 126
14.2
125
9132
16.3
131 17.2 133
18.0
135
Senniger 7025 RD-I-DFF
1!4
13.0
127 13.6 131
14.2
128
9132
16.3
133 17.1 137
17.8
14Z
Table 5-5. General flow rates and coverage diameter for BIG GUN -
stationary sprinklers.
'nozzle Diameter
(inch)
Pressure
0.5
0.75
1.0
1.5
2.0
(PSI)
GPM
dia
i GPM
dia
GPM
dia
GPM
dia
GPM
dia
00
(ft)
(ft)
(ft)
(W
50
50
3M
! 115
256
204
300
-
-
-
-
50
55
215
126
267
2224
316
515
430
912
51'
70
60
215
136
293
243
338
555
450
980
528
80
64
235
146
2-195
258
354
590
470
1047
548
90
68
745
155
306
274
362
625
465 11105
Job
10�
I "�
255
163
316
289
372,
{{
I 660
500
116
5Q^
110
� 7ti
2a5
1,1
324
304
380
695
515 11220
60
1 x1
-
-
-
-
-
-
725
530 C
1277
62_'
I
To attain acceptable application unifo_mity, stationary sprini:leri
are n•pically arranged in a square pattern at a spacing of 50 to
70 percent of the wetted diameter.: r%-pical layout for stationary
sprinklers is shown in Figure 5-2. The orifice size, spacing, and
tip �!ratinr; pr-.SSL.e We selec;ed from :Til,nufacturer`5 literatur to
,achicV C tic d25ircd o` erlap and unifmmirti of coverage.

I
Table 5-6. Wastewater Applied by Travehn¢ Big Gun Sprinklers
Sprinkler
Flow hate
(GP. )
Travel
Larne
Sparing
(ft)
0.4
0.5
Travel Speed (ft/min.)
1 2 4 6
Wastewater Applied fin)
8
10
100
ISO
2.7
Z.1
1.1
0.5
0-3
0-2
0.1
Co.1
100
200
2.0
1.6
0.8
0.4
0.2
0.1
0.1
0.1
100
250
1.6
1.3
0.6
0.3
0.2
0.1
0-1
0.1
100
300
1-3
1-1
0.5
0.3
0.1
0.1
0.1
0.1
200
150
5.4
4-3
2.1
1.1
0.5
0.4
0.3
0.2
200
200
4.0
3.2
1.6
0.8
0.4
03
0.2
01
200
256
3.2
2.6
1.3
0.6
0.3
0-2
0-2
0.1
200
300
2.7
2.1
1.1
0.5
0.3
0.2
0.1
0.1
300
200
6.0
4.8
2.4
1.2
0.6
0A
0.3
0.2
300
250
4.8
3.9
1.9
1.0
0.5
0.3
0.2
0.2
300
300
4-0
32
1.6
0.8
0.4
03
0.2
0.2
300
350
3.4
2-8
1.4
0.7
0.3
0-2
0.2,
0.1
400
200
9.0
6.4
3.2
1.6
0.8
0.5
0.4
0.3
400
250
6.4
5.1
2.6
1.3
0.6
0-4
0.3
0.3
400
300
SA
4.3
2.1
1.1
0.5
0.4
0.3
0.2
400
350
4.6
3.7
1.8
0.9
0.5
0.3
0.2
0.2
SW
250
8.0
6.4
3.2
1.6
0.8
0.5
0.4
0.3
500
300
6.7
5-4
2.7
1.3
0.7
0.4
0.3
0.3
S00
350
5.7
4.6
2.3
1.1
0.6
0.4
0.3
0.2
Soo
400
5-0
4.0
2.0
1.0
0-5
0.3
0.3
0.2
600
250
9.6
7-7
3.9
1.9
1.0
0.6
0.5
0.4
6W
300
9.0
6.4
3.2
1.6
0.8
05
0-4
0.3
600
350
6.9
5.5
2.8
1.4
0.7
0.5
0.3
0.3
600
400
6.0
4.8
2.4
1.2
0-6
CAA
0-3
0.2
700
300
9.4
7.5
3.7
1.9
0.9
0-6
0.5
0.4
700
350
9.0
6.4
3.2
1.6
0.8
0-5
0.4
0.3
700
400
1.0
5.6
2.8
IA0.
7
0.5
0.4
0,3
?00
450
6-2
5-0
2.5
1.2
0-6
04
0. i
0,2
NOTE: If your exact numbers are not in -the table, use the formula
beiow to calculate the application rate. The mathematical
�. operations should be done in order from left to right.
XV:nIewate; Applies! +inches)
19?o x Sr riniJcr Flow Rate IGPM, - Lane Spacing (:tl - Steed dn-m.ni
r
r
f
'�� • 1.rr�li I .rr. 9.: •.l'�. :r'• 1

LAGOON
TABLE.Or CONTENTS
1. Cover Letter
2. So i 1 s Map
3. SCS-ENG-538 Moil Invpstioat.ion)
4. Lagoon Design Data
5. Nitrogen Content Q Acres Needed for Effiuent: Disposal
C. Seeding S:pecificat.ions
7. Lagoon Size Computations
8.. NC-ENG-12 (Excavation)
9. NC-ENG-12 (Embankment.)
10. NC-ENG-12 (Pad)
11. NC-ENG--40 (Plan of Excavated Waste Storage Lagoon)
32. Typical View of A One-$tage Lagoon System
13. Operation and Maintenance..Plan
14. Topographical Map W/Lagoon & Houses
15. Cross -Section of Lagoon

t
USDA --SOIL CONSERVATION SERVICE UNITED STATES
303-D EAST ROWAN STREET DEPARTMENT OF
' WINTON, NC 26326 AGRICULTURE
PHONE [phone]
----------------------------------------------------------------
OPERATOR•
Please review the attached plan and specifications carefully.
Retain this plan for your use and records. It is strongly
recommended that you, your contractor and Soil Conservation
Service personnel are in agreement; as to how the waste lagoon is
to be...constructed. SCS personnel will meet with all concerned
partids'and walk over the site Lo explain all flags and markings.
It is important that everyone understand what is expected so that
final construction meets plans and specification and the Job can
be certified for payment ( i f ACP coot sharing is involved).
The pad dimensions and grades are the best estimate_ The builder
or contractor is reSaonsQ j for final layout and design of the
pads. SCS personnel will assist in a limited capacity, as its
Mgjgr concern is the proper design and vonstructi on of the waste
treatment lagoon.
The actual amount of material required for pads and dam may vary
from the estimates. The design will attempt to balance cuts and
fills as close as possible. If additional material is required
after construction is complete on the lagoon, the contractor and
owner will negotiate on the price and location of borrow area.
It should be noted that certifi whio" or the lagoon will depend
upon all
specifications
being met.
Important
items include
length,
width, depth, slopes,
topsoil
placement,
correct
. elevations
(top, bottom,
discharge pipes),
and
seeding.
NDTE:
Design Requirement:
__230537_-cu_ft.
-
--- 8538____cu.yds.
Estimate
of Excavation:
__160$5$__c.u.et.
___6698____cu.yds.
Estimate
of Pad $ Dike:
__VJ 89__ou.ft.
__ 5607____cu.yds.
Estimate
of Topsoil Required
3" - 4"
Deep -
___ 200_...
cu. yds.
Ratio
.lob Class: _���0
C)ATE
Designed By: A _-_,-----__-_
NAME -________
Designed Approval. Y—W?------------------
NAME
oAE__ Re------------- --- -
`� �� 5 S. 00
aQ os ke

i
i
Men
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t•-L�� xa i��», rI y]'++.yrra -�.r T ' S , >.R w 1_�t •M ."
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%DDRESS. Rt. 3
Roseboro, NC
NTROD;UCTION:
-------------
1r. Faircloth plans to construct a two house 1240 topping operations and
'1 grow for Prestage Feeds. He owns 14 acres of land. This amount of
..r.id is insufficient to handle the effluent from the waste lagoon. Mr.
-aircloth has received a Deed of Easement from an adjacent landowner for
1 period of twenty --five years over 35 acres of cropland. This easement
rill be attached to the office copy of his plan.
iITE CONDITIONS:
----------------
"he soils map indicates that the operation will be constructed on a
_ynchburg soil. When doing the soil borings it appears to be a transition
:one between a Lynchburg and a Wagram on a B slope.
TYPE AND SIZE Finishing 1240
)F OPERATION
;LASS I I
)ESIGNED BY Glenn Clifton
)ATE 8-24-88
kPPROVED BY
)ATE
PERMANENT STORAGE
1240 Hogs x 135 lbs per hog 1 Cu Ft per lb. 167400 Cu Ft
rEMPORARY STORAGE
167400 lbs of animal x 1.35 cu. ft. of waste per day 40678 Cu Ft
per 1000 lbs of animal wt. x 180 days
?AINFALL LESS EVAPORATION
7" X 38500 sq. ft. surface area per 12"per ft 22458 Cu Ft
4AINFALL - 25 YR. 1 DAY STORM
7" X 38500 sq. ft. of surface area per 12" per ft. 22458 Cu Ft
TOTAL STORAGE NEEDED 230537 Cu Ft
8538 Cu Yds
TOTAL STORAGE AVAILABLE 231340 Cu Ft
8568 Cu Yds
MANURE AND URINE PRODUCTION
1240 hogs x 2.1 tons per year 2604 T./yr.

APPROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
VITROGEN (N) - 0.48 LBS PER 1000 LBS OF ANIMAL WT. X 365 DAYS
(N) - 0.48 x 167400 x 365
---------------------------------
1000
(N) - 29328.48 LBS
IT IS ESTIMATED THAT APPROXIMATELY 25 % OF THE NITROGEN WILL BE
AVAILABLE FOR USE AS FERTILIZER
FHE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
7332.12 LBS.
IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND THEN
36.6606 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
IF APPLIED AT THE RATE OF 400 LBS PER ACRE ON PASTURELAND
18.3303 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
3EFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH IS MAKING SOME TEST ON A LIMITED BASIS. YOU SHOULD
:ONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
`J PHONE: [phone]
JHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
;OVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
CURING THE GROWING SEASON.
3EGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REACHES
)0 NOT LOWER THE FLUID ANY
_OWER THAN
the invert of the outlet pipes
-------------------------------
5 feet below the outlet pipes.

SEEDING SPECIFICATIONS
AREA TO,BE SEEDED 2 AC.
SLY THE FOLLOWING
1000 LBS. B-8-8 FERTILIZER
4 TONS DOLOMITIC LIMESTONE
0 BALES SMALL GRAIN STRAW
USE THE SEED MIXTURE
INDICATED
(
)
0
LBS.
FESCUE GRASS
(
)
O
LBS.
OATS
(
)
0
LBS.
BAHIA GRASS
(
)
0
LBS.
WEEPING LOVE GRASS
(
)
24
LBS.
HULLED BERMUDA GRASS
c
)
0
LBS.
UNHULLED BERMUDA GRASS
DIVERT ALL WATER TO A STABLE OUTLET
NEAREST RESIDENCE IS 1000 FT.
T.B.M. ELEVATION 50.00
DESCRIPTION Nail in corner fence post located approx. 75 feet
West of line C station 0+00.

JAMt:, brandon r a i rc i otn
DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION)
-------------------------------_-
6.0 27
DEPTH [ L X W + L X W+ 4 X L X W J
,UME _--------------------------------------------------
6 27
10.0 [ 263 X 128 X 203 X 68 + 4 X 233 X 981
iOLUME_---------- --------------------------------------------------
6.0 27
10.0 [ 1388041
/OLUME _-------------------
6.0 27
231340.0 CU. FT.
/OLUME _----------
27.0
/OLUME = 8568.1 CU . YDS.
38500.0 s q . f t .
230536.5 cu. ft. needed
31DE SLOPES 3:1

30.I L• CONSERVAT I ON SERVICE
EARTHWORK COMPUTATION SHEET
EXCAVATION
" ME: Brandon Fa i rc I oth
CRESS: Rt. 3 Box 296
Roseboro, NC 28382
--------------------------------------
:STA.:
END :SUM OF DIS.:
DOUBLE
:
AREA :E.AREA :
VOLUMN
--------------------------------------
1: 0:
-----------
0:-------:------:----------:
------:
975: 31:
30225:
2: 31:
975:------- ;_____;----------
:
:----:------
: 1946: 44:
85624:
-----:------
: 1864: 50:
93200:
4: 125:
893:-------------- :----------
------
: 1554: 50:
77700:
5: 175:
661:------- : ---- :----------:
:---- :------
: 1160: 50',
58000:
6 : 2251
499:--------- : ----- :------------
;
; 9981, 9:
8982;
7: 234:
499:------- :----- :----------
;
-- - :---------
; 499: 16 :
7984 :
8` 250:
0'------ ---- '---------
---_ ------
: 0! -250 ;
0:
9 0 :
0: ---- - -- : ----- ;-----------
------
oil 0: 0:
0:
10: 0:
0:-------:-----:-----------:
:----:------:
0: 0:
0:
----------
------
: 0: 0:
0:
12 ; 01,
0: ------ ---
--------- '
--- : -----
: 0: 0:
0:
13: 0:
0:-------:-----:----------:
; -_-_ , ------
; 0 , 0:
0:
14 : 011
0: --------- : ----- :------------
:----:------:
0; 0:
0;
15: 0'
0'--------' --- ;---------
'
-__--_; 0: 0:
0:
16: 0'
0' ------ --- .
---------`
' 0' 0:
0;
17; 0:
0:-------;----
---------'
: ---- :-------
: 01, 0:
0:
18' 0:
0:-------:-----:----------:
: ---- :------- ; 011 0:
0;
,
---:------:
0: 0:
0:
20: 0:
0:-------:-----;----------:
:TOTAL
:
361715:
DOUBLE VOL /2 -
180857.5 CU. FT.
.�
VOLUME -
6698.4 CU. YDS.
COMPUTED BY Glenn Clifton DATE B-24-88

1 . - . iJ"l 1 1J1 "-- . , W - , -. -
301 t-,, CONSERVATION SERVICE
EARTHWORK COMPUTATION SHEET
EMBANKMENT
1E: Brandon Fairoloth
%vDRESS: RT. 3 Box 296
Roseboro, NC 28382
--------------------------------------
:STA.;
END ;SUM OF DIS.:
DOUBLE
:
AREA :E.AREA : :
VOLUMN
--------------------------------------
1' 0'
22' -----------------'
---:------
: 44: 140:
6160;
1 1
1 1 f
1
;---- :------
: 79: 50:
3950:
3.1 j
1
1
----;------;
182: 50:
9100:
4: 240:
125:------- ;-----:----------
------
; 342: 55:
18810:
5' 295:
217' ----- --_ ----------
:----:-------:
434: 35:
15190:
6: 330:
217 : ------ : --- :-----------:
---- ;------
: 409: 50:
20450:
71 380:
192:----__- , _.___- ,----------:
;---- :------
: 436: 50:
21800:
8: 430',
-
1 244:-------' ___ ;----------
- 1
:----:-------:
516: 25:
129001,
9: 455:
272:------- ;-----;----------
;
-----
' 489 : 55 :
26895:
10: 5101,
217:------- :-----:----------
:
:---- :------
: 385: 50:
19250:
11: 560:
168:------- ;-___----------;
.----:-------:
293. 50:
14650:
12 : 6101,
125:------- ; ----- :---------__
,
:-_--;---_-_;
213; 50:
10650:
13: 660:
88: ------- :----- ;----------
: ---- : ------
: 160: 50:
8000:
14: 710:
72:-------:----:----------:
-- :-------:
160: 40 :
6400:
15: 750:
Be: ------- :----- :----------
:
. -----: ------
; 145 : 25 :
3625:
16: 775:
57:------- :------:---------__
:
----:------:
89: 50:
4450:
17: 825:
32:------- :----- :----------
:
----;------1
64: 50:
3200:
18: 875 :
32 :-------- : ----- :----------
'
:----;------:
54: 34'
1836;
19: 909;
22:-------- -----:----------
:
' 22: 1:
22:
20: 9101
0:------ __--:---------
:
:TOTAL
207338;
DOUBLE VOL /2 =
103669 CU. FT.
a _
VOLUME
----------
OF EMBANKMENT =
3839.6 CU. YDS.
PLUS
10% SETTLEMENT =
384.0
TOTAL =
4223.6
COMPUTED BY Glenn
Clifton
DATE 8-24-88

V. a .. LJ LI 1 tJl ri V f" 1l.VL 1 vML-
SOIL-CONSERVATION SERVICE.
IN I.-1=1V13- 1 L
a .
EARTHWORK COMPUTATION SHEET
PAD
'E: Brandon Faircloth
A,mt1RESS: Rt. 3 Box296
Roseboro, NC
28382
--------------------------------------
:STA.:
END :SUM OF DIS.:
DOUBLE
:
--------------------------------------
:
AREA :E.AREA :
:
VOLUMN ;
I:
0 ;
0:------- : ----
:-----------
;
:----;-------:
283:
10:
2830:
2:
10:
263:---------------------------
:
--- :------
: 566:
151,
8490:
3:
25:
283: ----- : --_
----------:
531:
50:
26550:
4:
75:
248:------- :-----;-----------
------
519:
50:
25950:
5 ;
125 :
271 :---------- : -----
; -----------
----,
-----; 542:
15:
8130:
6:
140:
271:------- :-----
:----------
:
:----:------:
271:
101,
2710:
7;
150:
0:-------:-----:-----------:
:----:-----
: 0: -150:
0:
1
f l -----------------
`
:
0:
I
9;
O:
0:------- :-----------------
/
1
0,
01
1
1
0 1
10;
0:
0: '
----------
----
:------:
a:
a:
a:
11:
0:
0:--------;-----:----------:
--
-----: 0:
O:
0:
12:
0:
0:--------:-----:----------:
----:------:
0:
0:
0;
13:
O'1
0:------ : ---
---------
;
----:------:
0:
0:
0:
1
---
:-----
: 0:
0:
0:
15:
0:
0:-------:-----:----------:
1
011
0:
16:
0:
0: -------: ---
_ 1----------
0:
0:
0:
17:
0,
01
;_-_____—_—f
01
QI
0:
18:
01
01------- 1---__,---_—___--,
:----:------:
0:
01
0:
19:
O;
0:------- 1----
---------:
:----:------:
Q:
0:
0:
20 :
0;
0: ------ : ----- ,
--------- ;
:TOTAL
----- --------------------------------
:
74660:
DOUBLE VOL /2
_
37330 CU. FT.
VOLUME
=
1382.6 CU. YDS.
COMPUTED BY Glenn Clifton DATE 8-24-B8

U. S. DEPARTMENT I F AGRICULTURE NC-ENG-40
Sgil Conservation Service 5183
LOCATION CODE
PLAN OF EXCAVATED WASTE STORAGE POND
NAME $ RANDIDA fiA4P_GLD'r* ACP # DATE 0-24-S& DISTRICT SAMIKWJ
r LEIISTH 2"7�
SIDE SLOPE y3-TO 1
�'0 AVE. TOP ELEV. Q�
..YID SECTION ._ ��✓4,
A � 1
iAVE. I;07TDY ELEV.
i LENGTH 2D3 y7�
Volume depth area of top) + (area of bottom) + (4 x area midsection _ £u.Ft.
6
SUMMARY
Use of facility A`, W. LAGW I4
Capacity 1_'73C) —2 Mt Gallons
Volume Cost -sharing
-- Cu. Ft.
Soil type
B. M. description NA11. 1 A CORNER
FENCE POST LOC6aD APPROX. i5'
3t1ESi QFLIME G _ i"rATiON OtOa
A AkK.E J) W.1 R t a echl .
Elev. fo .D
-Bottom
Elev,
W 389
Normal liquid level
Elev.
Storage for normal precip.(Ft)
+ —
Maximum liquid level
Elev.
,O
Storage for:
25 yr. freq. precip.
('Ft.)
+ 1.0
Crest ESW
Elev.
—
Stage (Ft.)
+
Freeboard (Ft.)
+ t.Ca
Top of Dam
Elev.
50.0

S �s0w Co.
a' 'TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Confinement Building Top'Width
1
Settled Top Elevation 50.O
Fluid Elevation 48.0
Pit ��
�� sS I s`
�� /TREATMENT
LAGOON
U
Pipe (heed's to be adequately Depth = 101
supported}
Bottom Elevation 3B.O
SS_: _L

OPERATION AND MAINTENANCE FLAN
-------------- - ---------------
This I a3,_„.,n is des i 3rled for waste treatment with minimum ,jdc,r-
c ntret I . The time required for -the planned f l ui ,j level to be
reached may vary due to so i I conditions. flushing operat i ,.�r,s, and -
the amount of fresh water- added to the system.
Land application ,_,f waste water- is recognized as an acceptab l e
method ,.,f d i sp,_,sa l . Methods of application I nc I ude honey wagons
(sprayer or injection) and i r-r- i gat i r-r, ( center pivot, ;furls, or -
travelers). Care deeds to tie taker, when applying waste to
prevent damage to cr-c,ps Or r-un,-,f f from the field.
The fo I I -:-wing items are to be carried out
i. Begin pump -out of the la. ,,_,n when f l u i d I eve I reaches i n-ver-',
of outlet pipes.
Stop pump-c,ut before f iui d ,depth is less than F feet ,jeer,
( th i s preventa the loss ,f favor -able. bacteria).
;. The recommended ma:; I rnum am,illflt tee apply per I rr i fat t �.�rl i ,.,ne
i nch t and maximum recommended app l ! cat i ,art rate is 0.4 inch per
hour' .
4. It is strongly ly rec,arnmended that the treatment I a.l'oon tie
precharged to 1/" Its cariaclt-,,,, to prZVent e,•:cessive odors dur Ir,:3
startup. F"rechar o ! rig r educe= the c„ncentrat I rin if the : n i t i a I
waste enter i rig the I agac,r, thereto reduc i r,•3 od,,rs. CS, I i ds 5hc,u I d
be covered with effluent at all times.
5. Keep ve,ietation or, the ernt,ank:merit and area-, adjacent to tr,e
1agc-on mowed.
_ Re�7i r' an,C, ,�3r"i]r, de5? at. I ! 5h I r, Je �etiit! Jr,
3, er e eas .
The C: l earl !slater- Act „f 197, prohibits the discharge o
p-:-Ilutarits into waters of the Ur, l ;ed States. The Department of
Natural Resources and C'ommun i t;." Development „pment (DNRCD) , Wastewater-
Man3ement Section, has the r-e5pons i b i I i ty for er,f„rc i n-3 this law.
. A I I surface run,.,ff i s to be d i .per• ted fr,:,m the I a3,., _,n t,.,
adequate out I ets .
NOTE An anaIys i s ,_,f the waste water- can be ,.,btained at
c _,mmerc i a I I al=,eratc-r i es or at a fee --if per samp I e at
N.C. Department ,f A-3r- i cu l `ur-e F• I ant Ana l ys i s Lab
Agronornic Division
0I ue R i dge Road Center
Raiei;3h, N.C. C.

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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
Brandon Faircloth
Brandon Faircloth Farm
6695 Autryville Rd.
Autryville NC 28318
Dear Brandon Faircloth:
4 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999 RECEIVED
J a N 1 1 2000
FAYETTEVILL.E
REG. OFFICE
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 82-420
Sampson County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping Forms (i.e. IRR1, IRR2, DRYI, DRY2, DRY3, SLUR], SLUR2,
SLDI, and SLD2) and maintained in the facility records for review_ The Division of Water Quality (DW Q)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincere]
Kerr T. Stevens, Director
Division of Water Quality
cc: Fayetteville Regional Office
Sampson County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1637 Telephone [phone] Fax [phone]
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