820377_CORRESPONDENCE_20171231

NUH I H UAHULINA
Department of Environmental Quai

RECEIVEDIDENR1DWR
Water Quality Regional
EWA
JUL 2015
MA
NCDENR rOpyraeRegiv aOffice
North Carolina Department of Environment and Natural Resog e o
Pat McCrory
Govemor
ADJ Farms, Inc
ADJ Nursery #2
1366 Bass Lake Rd
Roseboro, NC 28382
Dear ADJ Farms, Inc:
Donald R. van der Vaart
Secretary
July 10, 2015
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820377
ADJ Nursery #2
Animal Waste Management System
Sampson County
The Division of Water Resources (Division) received your sludge survey information on June
19, 2015. With the survey results, you requested an extension of the sludge survey requirement
for the lagoon at the ADJ Nursery #2 facility. Due to the amount of treatment volume available,
the Division agrees that a sludge survey is not needed until 2019 for Lagoon # 1
The next sludge survey for this lagoon should be performed before December 31, 2019.
Please call me at [phone] if you have any questions.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS820377
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: http:ihvww.ncwater.org
An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper

O�OF W A TERQG
T-
t9- 37 7
Curtis Barwick
Coharie Farms
300 Westover Road
Clinton, North Carolina 28328
Dear Mr. Barwick:
January 28, 2008
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Colleen H. Sullins, Director
Division of Water Quality
701
EE$ 12
MR-FAYE"E LU8EU0 OFRCI:
Subject: Sludge Survey Testing Dates
Coharie Farms
Animal Waste Management System
The Division of Water Quality (Division) received your sludge surveys information on January 16, 2008.
With your results, you requested that the numerous lagoons be exempt from further sludge surveys for the
life of the current permits. Due to the amounts of treatment volume available, the Division agrees
that a sludge survey is not needed until 2009 for the lagoons that are listed on the attached table.
For these lagoons, the results of the 2009 sludge survey are to be submitted by March 1, 2010.
Thank you for your attention to this matter. if you have any questions, please call me at (919)
715-6937.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Unit
cc: Wilmington Regional Office, Aquifer Protection Section
Raleigh Regional Office, Aquifer Protection Section
Fayetteville Regional Office, Aquifer Protection Section
Washington Regional Office, Aquifer Protection Section
Central Files
Aquifer Protection Section 1636 Mail Service Center
Internet_ ww_ncwatergualitv_org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycledll0% Post Consumer Paper
North Carolina
Naturally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

COHARIE FARMS SLUDGE SURVEY EXEMPTIONS APPROVAL
January 28, 2008
FARM NO.
FARM NAME
Owner Name
COUNTY
REGIONAL
OFFICE
LAGOON ID
EXTENSION
APPROVAL TO 2009
1
AWS820183
Coharie C-10
D M Faircloth
Sampson
Fayetteville
L#3 only
Yes
2
AWS820237
Coharie Farms C-1
Coharie hog farm
Sampson
]Fayetteville
Fayetteville
I
Yes
3
AWS820667
Hall Farm
Coharie hog farm
Sampson
l
Yes
4
AWS820081
Coharie Farms C-12
Coharie hog farm
Sampson
Fayetteville
L#2 only
Yes
5
AWS820098
F & B Farms
Graham Freddie
Sampson
Fayetteville
I
Yes
6
AWS820132
Sam Hoe farm
Samuel Hope
Sampson
Fayetteville
I
Yes
7
AWS820377
ADJ Nursery #2
ADJ Farms Inc
Sampson
Fayetteville
1
Yes
8
AWS820053
F & B Farms
F & W Farms
Sam son
Fayetteville
1
Yes
9
AWS820188
F & B Farms
James Faircloth
Sampson
Fa etteville
1
Yes
10
AWS820061
Knotty Pine Farm
Michael Herring
Sampson
Fayetteville
L#1 & L#2
Yes
11
AWS820090
Quarter D Farms
Quarter D Farms
Sampson
Fa etteville
L#1 & L#2
Yes
12
AWS820229
P & J Farms
Nelson Porter
Sampson
Fayetteville
L#2 only
Yes
13
AWS820392
Running Branch #2
Joel Parker
Sampson
Fayetteville
I
Yes
14
AWS820606
Goshen Farms
Nelson Waters
Sampson
Fayetteville
L31, L#2, & L#3
Yes
15
AWS820042
John Royal #1-8
John Royal
Sampson
Fayetteville
L31, L#2, & L#3
Yes
16
AWS510028
J & M Hog Farm
J & M Hog Farm
Johnston
Raleigh
I
Yes
17
AWS310162
Glade Ride
Charles Edwards
Du lin
Wilmington
L#I & L#2
Yes
18
AWS710052
M & D Sow Farm
Mike Hoe
Pender
Wilmington
1
Yes
19
AWS960028
Bennie Barwick Farm
Bennie Barwick
Wayne
Washington
1
Yes
20
AWS260059
Collier Farms
David Collier
Cumberland
Fayetteville
1
Yes
21
AWS82071 1
HenryMoore Farm
Henry Moore
Sampson
Fayetteville
1
Yes
22
AWS310655
Sloan Brothers
Troy Sloan
Du tin
Wilmington
1
Yes
23
AWS510041
ISpring Meadow Farms
lWhitley Stephenson
Johnston
lRaleigh
1
Yes
1/29/2008 mdg

WASTE UTILIZATION PLAN
Coharie Hog Farm
Tuesday, September 18, 2007
Producer: ADJ Farms
Farm Name :
Telephone #
Type of Operation :
ADJ Nursery # 2
1366 Bass Lake Rd
Roseboro,NC 28382
[phone]
Wean to }seeder Swine
Number of Animals : 8100 pigs design capacity
Application Method: Irrigation
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Fk r)
RFrE��ED
IAR2g2W9
�-FAYETI'Eyl�
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface 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
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste 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. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-11.0217 adopted by the Environmental Management Commission.
RECEIVED I DENR I DWQ
A0UlFJ:P'PP 1TFf.T1nN gFC11ON
MAR 18 2009
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
8100 pigs X .4 tons waste/pigs/year = 3240 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
8100 pigs X .48 Ihs PAN/pigs/year = 3888 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE NIACRE USED TIME
1973
4
WAGRAM 0-6%
I BH
5.4�
264.6
0
5.12
1354.75
MAR-OCT
1973
4
WAGRAM 0-6%
1 SG
1
50
D
5.121
256
SEP-MAY
1973
6
WAGRAM 0-6%
BH 1
5.41
264.6
D
t2.i2
3206.95
MAR-OCT
1973
- 6
WAGRAM 0-6% _ _
_ SG 1
1]
50_
_%
12.121
6061
SEP-MAY
TOTALS: 5423.70
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2of9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (Le. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP
IBH HYBRID BERMUDAGRASS-HAY
SG SMALL GRAIN OVERSEEDED
UNITS LB5 NIUNIT
TONS 50
AG 50
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
'TABLE 1 117,241 5,424
TOTALS: I - 17.24� 5,424J
AMOUNT OF N PRODUCED: 3,888
BALANCE -1,536
' This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter 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
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 615.6 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
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
amDunt 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 5.92 months. In no instance should the volume of
waste being stored in your structure be within 2.17 feet of the top of the dike.
if surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (irdhr) AMT (inches)
1973 �-4,-6 WAGRAM D-6% 5G 0.60 '1
11973 4, 6 WAGRAM 0-6a/a BH 0.60 '1
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 situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

NARRATIVE OF OPERATION
Acreages based on an irrigation design completed by Greg Swain, PE, dated 2-20-07.
Page 6 of 9

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
himlher the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Standard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
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.
fi. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential properly boundary
and from any perennial stream or river (other that an irrigation ditch or canal_ Animal waste
Page 6 of 9

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 feet of dwellings other than those
owned by the landownwer.
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
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*1 S. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence vvith no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr 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 these metals approach excessive levels, pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) 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 Department of
Agriculture regulations.
* Liquid Systems
Page 7 of 9

NAME OF FARM: ADJ Nursey # 2
OWNER 1 MANAGER AGREEMENT
1 (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or. construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: ADJ Farms
SIGNATURE: DATE:
NAME OF MANAGER (if different from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Coharie Hog Farm
ADDRESS (AGENCY): 300 Westover Rd.
Clinton, NC 28328
[phone]
SIGNATURE: KZ—DATE:����
Page 9 of 9

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L 011me
(-K! 19-
!1i
• FARMS -
September 18, 2007
Mr. Stephen A. Barnhardt
Regional Aquifer protection Supervisor
Division of Water Quality
225 Green St., Suite 714
Fayetteville, NC 28301
Dear Mr. Barnhardt,
SEP 19 20
p�N43-FAYELI.F.R�� �"F^
This letter is to provide a copy of the Waste Utilization Plan for ADJ Nursery #2
(82-377). After the new irrigation pipe was installed, there were some slight acreage
changes which are reflected in this WUP.
I would be glad to answer any questions you might have concerning these items.
may be reached at [phone] or [phone].
Thank you for your attention and cooperation regarding this matter.
Sincerely,
CBarwick
Land & Environmental Manager
1j
300 Westover Rd./Clinton, N.C. 28328/Phone [phone]

WASTE UTILIZATION PLAN
Coharie Hog Farm
Tuesday, September 18, 2007
Producer:
Farm Name:
Telephone # :
Type of Operation
Number of Animals
ADJ Farms
ADJ Nursery # 2
1366 Bass Lake Rd
Roseboro,NC 28382
[phone]
Wean to Feeder Swine
8100 pigs design capacity
Application Method: Irrigation
PFE 1-- .f 7
SEP 19. M7
OENR- FAYETrEALE REGIONAL OFRCE
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface 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
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste 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. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 9

T AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
8100 pigs X .4 tons waste/pigs/year = 3240 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
81 OD pigs X .48 Ibs PAN/pigs/year = 3888 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 'i : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE NIACRE USED TIME
1973
4
WAGRAM 0-6%
BH
5.4
264.6
0
5.12
1354.75
MAR-OCT
1973
4
WAGRAM 0-6%
SG
i
50
0
5.12
256
SEP-MAY
1973
6
WAGRAM 0-6%
8H
5.4
264.6
0
12.12
3206.95
MAR-OCT
1973
6
WAGRAM 0-6%
SG
1
501
0
12.12
606
SEP-MAY
TOTALS: 54Z3.70
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require fanners in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2of9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above.
CROP CODE CROP
BH HYBRID BERMUDAGRASS-HAY
SG SMALL GRAIN OVERSEEDED
UNITS LBS NIUNIT
TONS 50
AC 50
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS Aw
N USED
ABLE 1 17.24 5,424
TOTALS: 17.24 5,424
AMOUNT OF N PRODUCED: 3,888
" BALANCE -1, 536
*** This number must be less than or equal to D in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter 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
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE. The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurtudent rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 615.6 pdunds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
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 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 5.92 months. In no instance should the volume of
waste being stored in your structure be within 2.17 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPL1cATIONI APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (inlhr) ANIT (inches)
1973
-4, -6
WAGRAM 0-6%
SG
0.60
'1
1973
4.6
WAGRAM 0-6%
BH
0.B0
'1
* 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 situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4of9

NARRATIVE OF OPERATION
Acreages based on an irrigation design completed by Greg Swain, PE, dated 2-20-07.
Page 5 of 9

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
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.
B. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
B. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
Page 6 of 9

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 feet of dwellings other than those
owned by the landownwer.
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
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr 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 these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) 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 Department of
Agriculture regulations.
* Liquid Systems
Page 7 of 9

NAME OF FARM: ADJ Nursey # 2
OWNER 1 MANAGER AGREEMENT
(we) understand and Wil follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acres to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: ADJ Fauns
SIGNATURE: DATE:
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Coharie Hog Farm
ADDRESS (AGENCY): 300 Westover Rd.
Clinton, NC 28328
[phone]
SIGNATURE: DATE:
Page 9 of 9

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W A r�Iy
Ct�OF
Michael F. Easley, Governor
William G. Ross Jr„ Secretary
7
r~
North Carolina Department of Environment and Natural Resources
Q -C
Alan W. Klimek, P.E. Director
Division of Water Quality
August 04, 2006
ADJ Farm Inc
ADJ Nursery 42
1366 Bass Lake Rd
Roseboro, NC 28382
�F�
DEER_ FA1 ETiEVLLE AEGfGl4`AL pFRGf
Subject: Certificate of Coverage No. AWS820377
ADJ Nursery #2
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear ADJ Farm Inc:
In accordance with your request for change of ownership and permit type received on June 7, 2006, we
are hereby forwarding to you this Certificate of Coverage (COC) issued to ADJ Farm Inc, authorizing the
operation of the subject animal waste collection, treatment, storage and land application system in
accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the ADJ Nursery #2, located in Sampson County, with an animal capacity of no
greater than an annual average of 8100 Wean to Feeder swine and the application to land as specified
in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009, and shall hereby void
Certificate of Coverage Number AWS820377 dated October I7, 2005. 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 kee in
and monitoring conditions in this permit.
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.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterQuality.org Location: 2728 Capital Boulevard
An Equal Opportunq/Affirmative Afton Employer— 50% Recyded110% Post Consumer Paper
Na Carolina
NITl1Y1111J
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact Miressa D. Garoma at [phone].
i,
<�S
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all ce's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
APS Central Files (Permit No. AWS820377)
AFO Files

W A rFgp
Michael F. Easley, Governor
�OF
G
`0
William G. Ross Jr., Secretary
V3 �»
North Carolina Department of Environment and Natural Resources
.�
Alan W. Klimek, P.E. Director
Division of Water Quality
October 17, 2005
Ted West OCT
Ted West Farm 2 , , c^'•i r� Z, nCF
1600 Williams Lake Rd. t
Roseboro, NC 28382
Subject: Certificate of Coverage No. AWS820377
Ted West Farm 2
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Ted West:
In accordance with your application received on October 4, 2005, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Ted West, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Permit
AWG 100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Ted West Farm 2, located in Sampson County, with an animal capacity of no
greater than an annual average of 1,800 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 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 kegpin
and monitoring conditions in this permit.
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. 21-0hCgma
tuy
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet_ httpJWo.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
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Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at Ieast 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
Aquifer ,Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact Keith Larick at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
APS Central File Permit File AWS820377
AFO Files

William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 15, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Ted West
Ted West Farm 2
1600 Williams Lake Road
Roseboro, North Carolina 28382
Alan W. Klimek, P.E. Director
Division of Water Quality
RECEIVED
OENR - FAYEMVILLE REGIONAL OFFICE
Subject: Application for Renewal of Coverage under the State Non -Discharge General Permit
Dear Ted West:
Your facility is currently approved for operation under one of the Animal Waste Operation General Permits.
These permits expired on October 1, 2004. On June 11, 2004, the North Carolina Division of Water Quality
(Division) issued revised State General Permits for animal facilities. The General Permits were issued in
accordance with the directive of Senate Bill 733 (Session Law 2003-28). The Division staff is currently in the
process of issuing Certificates of Coverage for these revised general permits.
In order to assure your continued coverage under the general permit, you must apply to the Division for renewal.
Enclosed you will find a Permit Coverage Renewal Application Form. The application form must be completed
and returned within 60 days from receipt of this letter.
Failure to request renewal of your coverage under a general permit within the time period specified may result in
a civil penalty. Operation of your facility without coverage under a valid general permit would constitute a
violation of NCGS 143-215.1 and could result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the general permits, the enclosed application, or any related matter please feel
free to contact me at [phone].
Sincerely,
Todd A. Bennett
Environmental Engineer
Enclosures (COC Renewal Form)
Cc: Sampson County Soil and Water Conservation District
Fa ettiiviLle Regional- Office,=Diyision-of Wate_r__Quality
Permit File Ae WS820377 —. -
1�` Carolin
'atumll�
Aquifer Protection Section 1636 Mail Service Center . Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://Uo.enr.state.ne.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycledl10% Post Consumer Paper

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Waste Management Systems
Request for Renewal of Certificate of Coverage for State Non -Discharge Permit
The following questions have been completed utilizing information on file with the Division. Please review the information for
completeness and make any corrections that are appropriate. If a question has not been completed by the Division, please
answer it to the best of your ability. Do not leave any question unanswered.
1 Facility Number.: 82 - 377 or Permit Number: AWS820377
2 Facility Name: Ted West Farm 2
3 Landowner's name (must match the name on the Certified Animal Waste Management Plan): Ted West
4 Landowner's Mailing address: 1600 Williams Lake Road
City, State: Roseboro NC Zip: 28382
Telephone Number (include area code): [phone]
5 County where facility is located: Sampson _
6 Farm Manager's name (if different from Landowner):
7 Farm Manager's telephone number (include area code):
8 Number and Type of Animals: (example: 2000 Feeder to Finish Swine)
1800 Feeder to Finish Swine
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all
required parts of this application are not completed and that if all required supporting information and attachments are not included,
this application package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-
215.6B, any person who knowingly makes any false statement, representation, or certification in any application maybe subject to civil
penalties up to $25,000 per violation.
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a corporation
signature should be by a principal executive officer of the corporation):
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
AFO PERMITTING AND COMPLIANCE UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
Request for Renewal COC

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
.�—
? _ T_ August 20, 2002
CERTIFIED MAIL
RETURN RECEIPT REQUESTEDXG 27 200n
TED WEST
1600 WILHA-ms LAKE ROAD � r
ROSEHoRo NC 28382
Subject: Notice of Violation and Revocation for Nonpayment
Ted West Farm
Permit Number: AWS820377
Sampson County
Dear Ted West:
In accordance with North Carolina General Statute 143-215.1OG, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 5/24/1999.
Your annual permit fee for the period of 5/24/2002 - 5/23/2003 is $150.00. Your payment was due 7/17/2002_
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit,
pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to $10,000 per day. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
Sincerely,
Alan W. Klimek, P.E.
cc: Non -Discharge Branch Compliance/Enforcement Unit
F_a`yetteville' Regional Office—,
Sampson County Healtls Department
Permit File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
TED WEST
1600 Wu.LLkms LAKE ROAD
ROSEBORO NC 28382
Dear Ted West:
ALIT ? FA
0 0
0-1% mo-%
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND N,TuRAL RESOURCES
Subject: Notice of Violation
Ted West Farm
August 15, 2001
DENR`FRV
LAUG 2 3 2001
and R tion for -Nonpayment
Permit Number: AWS820377
Sampson County
In accordance with North Carolina General Statute 143-215.1 OG, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 5/24/1999.
Your annual permit fee for the period of 5/24/2001 - 5/23/2002 is $150.00. Your payment was due 7/11/2001.
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit,
pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time, Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to $ 10,000 per day. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, North Carolina 27699-1617 ,
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
7
cc: Non -Discharge Branch Compliance/Enforcement Unit
Fayetteville Regional Office
Sampson County Health Department
Permit File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
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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
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
TED WEST
1600 WILLIAMs LAKE ROAD
ROSEBORO NC 28382
Dear Ted West:
1••
RECEIVE DE
NC NR
AUG ` 0 2000 NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND N acrURAL RESOURCES
FriYi:. FIE UE
RE%. OFFICE August 25, 2000
Subject: Notice of Violation and Revocation for Nonpayment
Ted West Farm
Permit Number: AWS820377
Sampson County
In accordance with North Carolina General Statute 143-215.10G, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 5/24/99.
Your annual permit fee for the period of 5/24/2000 - 5/23/2001 is S 150.00. Your payment was due 7/8/2000.
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit,
pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to $10,000 per day. Your pa}-ment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
--- - - - If you have any questions, please contact Fran McPherson at [phone] ext=-240.
Sincerely,
Kerr T. Stevens
cc: Non -Discharge Branch CompliancelEnforcement Unit
CFayetteville Regional.Office 1
Sampson County Health Department
Permit File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
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State of North Carolina
Department of Environment
and Natural Resources
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
July 3, 2000
CERTIFIED MAIL
RETURN RECEIPT REQUEST
Ted West
Ted West Farm
1600 Williams Lake Road
Roseboro NC 28382
I;w
Y?o A A
IT
A&4 IV 0
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50URCES
NECEIVED
• i ; L 3 2000
RECZ. OFFICE
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Ted West Farm
Facility Number 82-377
Sampson County
Dear Ted West:
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 Bob Heath on 5/25/99 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:
❑ The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Bob Heath the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Bob Heath, 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 Bob Heath at [phone]. If within 90 days you are unable
to provide Bob Heath 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]
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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 DWQ within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWQ 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. DWQ 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
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
May 17, 2000
Ted West
1600 Williams Lake Road
Roseboro NC 28382
4IV
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Rating of Potential Risk
Inactive Waste Lagoons and Storage Ponds
Ted West Farm
Facility Number 82-377
Sampson County
Dear Ted West;
During the 1999 session, the North Carolina General Assembly passed a law directing the North
Carolina Department of Environment of Natural Resources (DENR) to develop an inventory and
ranking of all inactive lagoons and storage ponds in the State. In order to meet this directive, a
representative of DENR has recently evaluated the inactive lagoon(s) and/or storage pond(s) on your
property. Inactive lagoons and storage ponds were defined by the Statute as structures which were
previously used to store animal waste but have not received waste for at least one year.
The information collected on your property is contained in the attached field data sheets. Using
this field data, staff ranked your inactive waste structures as high, medium or low according to its
potential risk for polluting surface and/or groundwater. Your waste structure(s) was ranked as
follows:
Structure Number Surface Area (Acres) Ranking
1 0.33 Medium
2 0.86 Medium
3 1.37 Medium
This ranking is based in part on the conditions existing on the day of the site visit. Changes in
these conditions or the collection and evaluation of additional data may modify the ranking of your
waste structure(s) in the future.
Information on your facility along with over 1000 others contained in the inventory has been
provided to the General Assembly. During this year's session, the General Assembly will consider
additional requirements for future management of these structures which may include requiring
proper closure of inactive lagoons and storage ponds according to current or alternative standards.
225 Green Street, Suite 714, Fayetteville, North Carolina 2001 Telephone [phone] Fax [phone]
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Rating of Potential Risk
Inactive Waste Lagoons and Storage Ponds
Animal Waste Management System
Page 2
Regardless of their ranking, owners of all waste lagoons and storage ponds have certain
management responsibilities. These include taking appropriate actions to eliminate current
discharges, prevent future discharges and to insure the stability of their structures. Staff of the
Division of Water Quality will be in contact with owners of all inactive structures that have been
determined to pose a serious environmental risk, based on its ranking and/or additional field data
collected by the Department.
All liquids and waste removed from these structures must be land applied at a rate not to exceed
the agronomic needs of the receiving crops. Any major modifications made to the dike walls or
structure must be done in accordance with current standards and under the direction of a technical
specialist designated for structural design. Your local Soil and Water Conservation District is an
excellent source for information and guidance related to proper waste application practices, structure
operation and maintenance, and other related animal waste management standards and/or
requirements.
Nothing in this letter should be taken as removing from you the responsibility and liability for
any past or future discharges from your lagoon(s) and/or storage pond(s) or for any violations of
surface water or groundwater quality standards.
Thank you for your cooperation and assistance in this process_ If you have questions concerning
your inactive structures, please contact the staff of either in the Division of Water Quality or the
Division of Soil and Water Conservation in the Fayetteville Regional Office at (910) 4$5-1541.
Sincerely,
Paul Rawls
Water Quality Regional Supervisor
cc: Sampson County Soil and Water Conservation District Office
Facility File

Facility Number 82 — 377 Lagoon Number Q........... Lagoon Identifier i1 a.Gtiyq..iag.QQf.1...Q..1.........................
0 Active 0 Inactive Latitude 35 07 57
Waste Last Added 12-�.31-27
Determined by: ® Owner ❑ Estimated
Surface Area (acres): Q.,32........................
Embankment Height (feet): 7................................
Longitude 78 31 44
By GPS or Map? JZ GPS ❑ Map
GPS file number: 032414b
Distance to Stream: 0 4250 feet 0 250 feet - 1000 feet 0 >1000 feet
By measurement or Map? ❑ Field Measurement ® Map .
Down gradient well within 250 feet? O Yes * No
Intervening Stream? O Yes *No
Distance to WS or HOW (miles): #<5 0 5 - 10 O > 10
Overtopping from Outside Waters? O Yes 0 No O Unknown
Spillway O Yes O No Adequate Marker O Yes O No
Freeboard & Storm Storage Requirement (inches):
inspection date 3-24-2000
appearance of 0 Sludge Near Surface
lagoon liquid 0 Lagoon Liquid Dark, Discolored
0 Lagoon Liquid Clear
0 Lagoon Empty Freeboard (inches). 12
embankment condition 0 poorly Built, Large Trees, Erosion, Burrows, Slumping, Seepage, Tile Drains, Etc.
O Construction Specification Unknown But Dam Appears in Good Condition
0 Constructed and Maintained to Current NRCS Standards
outside drainage OQ Poorly Maintained Diversions or Large Drainage Area not Addressed in Design
O Has Drainage Area Which is Addressed in Lagoon Design
0 No Drainage Area or Diversions Well Maintained
liner status 0 High Potential for Leaking, No Liner, Sandy Soil, Rock Outcrops Present, Etc.
O No Liner, Soil Appears to Have Low Permeability
O Meets NRCS Liner Requirements
cation equipment
and/or Sprayfield 0 Yes
unavailable
comments
fail to make contact Yes • No
DQ NO 0 Unknown with representative
:.i

Facility Number 82 — 377 Lagoon Number 0.2........ Lagoon Identifier jn.a.gtj.ye lagg.Qn...02.......................
0 Active Q Inactive Latitude 35 07 58
Waste Last Added 12-31.-. 7......
Determined by: 0 Owner ❑ Estimated
Surface Area (acres): 4?.,.0........................
Embankment Height (feet): 1.9.............................
Longitude 78 31 47
By GPS or Map? IN GPS ❑ Map
GPS file number: 032414b
Distance to Stream: Q <250 feet 0 250 feet - 1000 feet 0 >1000 feet
By measurement or Map? ❑ Field Measurement ®Map
Down gradient well within 250 feet? O Yes *No
Intervening Stream? O Yes O No
Distance to WS or HOW (miles): O < 5 0 5 - 10 0 > 10
Overtopping from Outside Waters? 0 Yes *No O Unknown
Spillway O Yes O No Adequate Marker O Yes O No
Freeboard & Storm Storage Requirement (inches):
inspection date 3-24-2000
appearance of 0 Sludge Near Surface
lagoon liquid 0 Lagoon Liquid Dark, Discolored
0 Lagoon Liquid Clear
O Lagoon Empty Freeboard (inches): 12
embankment condition 0 Poorly Built, Large Trees, Erosion, Burrows, Slumping, Seepage, Tile Drains, Etc.
0 Construction Specification Unknown But Dam Appears in Good Condition
0 Constructed and Maintained to Current NRCS Standards
outside drainage O Poorly Maintained Diversions or Large Drainage Area not Addressed in Design
0 Has Drainage Area Which is Addressed in Lagoon Design
O No Drainage Area or Diversions Well Maintained
liner status Q High Potential for Leaking, No Liner, Sandy Soil, Rock Outcrops Present, Etc.
O No Liner, Soil Appears to Have Low Permeability
0 Meets NRCS Liner Requirements
cation equipment fail to make contact
and/or 5prayfield O Yes 0No 0 Unknown with representative O Yes 0 NO
unavailable
comments lagoon #2 had severe erosion in the far right corner. the owner was told to watch this
corner.

Facility Number 82 — 377 Lagoon Number .0.3...... Lagoon Identifier E .a.�t v ..fagogr�..Q
O Active 0 Inactive Latitude 35 D$ 03
Waste Last Added 12-.. .9.... Longitude 78 31 46
Determined by: ® Owner ❑ Estimated By GPS or Map? INGPS ❑ Map
GPS file number: D32414b
Surface Area (acres): 1..,3..........................
Embankment Height (feet): 1.4.............................
Distance to Stream: 0 <250 feet 0 250 feet - 1000 feet O >1000 feet
By measurement or Map? ❑ Field Measurement ® Map
Down gradient well within 250 feet? O Yes ) No
Intervening Stream? O Yes * No
Distance to WS or HOW (miles): 0 < 5 O 5 - 10 O > 10
Overtopping from Outside Waters? O Yes *No O Unknown
Spillway O Yes O No Adequate Marker O Yes O No
Freeboard & Storm Storage Requirement (inches):
inspection date 3-24-2000
appearance of O Sludge Near Surface
lagoon liquid O0 Lagoon Liquid Dark, Discolored
O Lagoon Liquid Clear
O Lagoon Empty Freeboard (inches): 30
embankment condition O Poorly Built, Large Trees, Erosion, Burrows, Slumping, Seepage, Tile Drains, Etc.
O Construction Specification Unknown But Dam Appears in Good Condition
*Constructed and Maintained to Current NRCS Standards
outside drainage O Poorly Maintained Diversions or Large Drainage Area not Addressed in Design
O Has Drainage Area Which is Addressed in Lagoon Design
OO No Drainage Area or Diversions Well Maintained
liner status O High Potential for Leaking, No Liner, Sandy Soil, Rock Outcrops Present, Etc.
O No Liner, Soil Appears to Have Low Permeability
0 Meets NRCS Liner Requirements
ration equipment fail to make contact
and/or Sprayfield O Yes OQ No O Unknown with representative O Yes 0 No
unavailable
comments lagoon #3 was built to NRCS standards and may have been built with cost share
funds.
lJ

Type of Visit O Compliance Inspection Q Operation Review O. Lagoon Evaluation
Reason for Visit O Routine O Complaint Q Follow up O Emergency Notification Q Other ❑ Denied Access
Facility Number fit 377
® Permitted ® Certified 0 Conditionally Certified 0 Registered Date or Visit 3-24-2000
10 Not Operational Q Below Threshold Date Last Operated or Above Threshold: 17,-31:Q9.......
Farm Name: e.YYest.lalrtAl.................... ........ County: SgM5jQrx........................................... JFRQ ............
Owner Name:.Te............. l'eSt........-.-................................................. Phone No: 9,1.9-56.7.2831..............
FacilityContact: ow.javir.................................................................Title:............................................................... Phone No:..........----......................................
Mailing Address: ii6Qo.Wiljanms.Labe-Rnad.......................... ................................... ReRb.9jr.Q.NC ........................................................ 28302 ..............
Onsite Representative: 9wja l<... Integrator: SQtAth..ftkyVr.Fail[CtS,jrtC,....... ............................
Location of Farm:
ern tta�.11..x..alaci.ltaMe.SAS.IQAZ.CIA..><.4.7.Q.a�asi.ga.;tAr�nac...lmliles. atxd..the..f;�t�>un.i.ern.lae.lra>rbt,,...........................................................................
N Swine ❑ Poultry ❑ Cattle ❑ Horse
Design Current
Swine C'anarity Ponulation
❑ Wean to Feeder
N Feeder to Finish
1800
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
Design Current Design Current
Poultry Capacity Population Cattle. Capacity Population
❑ Layer FE] Dairy
❑ Non -Layer Non -Dairy
❑ Other
Total Design Capacity 1,800
Total SSLW 243,000
Nuniberof Lagoons 3 .14oldi4Ponds 7 Solid Traps
Discharges & Stream Im acts
L Is any discharge observed from any part of the operation?
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made?
b. If discharge is observed. did it reach Water of the State? (If yes, notify DWQ)
c. If discharge is observed, what is the estimated flaw in gal/min?
2. Is there evidence of past discharge from any part of the operation?
3. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway
Waste Collection & Treatment
Please see attached Lagoon Field Data Sheets
❑ Yes ® No
❑ Yes ® No
❑ Yes N No
n/a
❑ Yes ® No
® Yes ❑ No
�a
Reviewer/Inspector Name TrentNe>al RayK
Reviewer/Inspector Signature: Date:
Printed on: 5/12/2000

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
Ted West
Ted West Farm
1600 Williams Lake Road
Roseboro NC 28382
Dear Ted West:
101, VWA
s 1
N'A
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL REsouRGES
December 30, 1999 RECEMM
.i.i l! 1 1, 2000
FAYETTEVILLE
FEG• OFFICE
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 82-377
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, DRY1, DRY2, DRY3, SLURI, SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
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
Iiability 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 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50%. recycled/10% post -consumer paper

Revised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number JVz - 37 7 L�peration is flagged for a wettable
Farm Name: G/�0'�., acre determination due to failure of
On -Site Representative: r ! Part I/ eligibility item(s) Ft F2 F3 F4
Inspector/Reviewer's Name: l•�«s �1�
Date of site visit:-
Date of most recent WUP:_ /2 -.2-0 -f 7
Annual farm PAN deficit: pounds
Operation not required to secure WA
determination at this time based on
exemption El E2 E3 E4
Operation pended for wettable acre
determination based on Pi P2 P3
Irrigation System(s) - circle #: 1. hard -hose traveler, 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pipe; 5. stationary sprinkler system w/portable pipe;
fi. stationary gun system w/permanent pipe; 7. stationary gun system w/portable pipe
PART 1. WA Determination Exemptions (Eligibility failure, Part II, overrides Part I exemption.)
E1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D2/D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or PE.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part Ill. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part 11. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Part 111).
PART 11. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails Dne of the. eligibility
requirements listed below:
F1 Lack of acreage which resulted in over.application of wastewater (PAN) on -spray
field(s) according tofarm's last two years of irrigation-Tecords.-..
F2 Unclear, illegible,- or lack of information/map.
F3 Obvious field limitations (numerous ditches; failure to:deductrequired.
buffer/setback acreage; or..25% of total acreageidentified -in :CAWMP includes .
small, irregularly shaped fields - fields less than-5-acres fortravelers-or less -than
2 acres for stationary sprinklers).
F4 WA determination required because CAWMP credits field(s)'s acreage in excess
of 75% of the respective field's total acreage as noted in table in Part Ill.

Revised April 20, 1999
Facility Number P - 3 7?
Part Ill. Field by Field Determination
of
75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD '
NUMBER'S
TYPE of
IRRIGATION
SYSTEM
TOTA L
ACRES
CAWMP
ACRES
FIELD
%
COMMENTS3
/
D
zC
f7
i
is
I
�
f
FIELD NUMBER' - hydrant, pull, zone, or point numbers may be used in place of field numbers depending on CAWMP
and type of irrigation system. If pulls, etc. cross more than one field, inspector/reviewer will have to combine fields to
calculate 75% field by. field determination for exempfion; otherwise operation will be subject to WA determination.
FIELD NUMBER? - must be clearly delineated on map.
COMMENTS'- back-up fields with CAWMP acreage exceeding 75% of its total acres prod raving zeceived less than 50%
of its annual PAN as documented in the farm's previous two years' (1997 & .1998) of irrigation records, --cannot serve as the
sole basis for requiring a WA Determination. Back-up fields must be noted in -the comment section and must be -accessible
by irrigation system.
Part IV. Pending WA Determinations
P1 Plan lacks following information:
P2 Plan revision may satisfy 75% rule.based on adequate overall PAN deficit and by
adjusting all field acreage to.below 75% use rate
P3 Other (iefin process of installing new irrigation system):

Revised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number 24-" - Operation is flagged for a wettable
Farm Name: Z, acre determination due to failure of
On -Site Representative: % �i. Part 11 eligibility item(s) F1 F2 F3 F4
Inspector/Reviewer's Name:
Date of site visit: `;<-- �2 S{ 1�9
Date of most recent WUP:
Annual farm PAN deficit: a/f pounds
Operation not required to secure WA
determination at this time based on
exemption E7 E2 E3 E4
Operation pended for wettable acre
determination based on P1 P2 P3
Irrigation System(s) - circle #: 1. hard -hose traveler, 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pipe; 5. stationary sprinkler system w/portable pipe;
fi. stationary gun system w/permanent pipe; 7. stationary gun system w/portable pipe
PART 1. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemption.)
-AeE1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an 1 or PE.
-4ZE2 Adequate D, and D21D3 irrigation operating parameter sheets, including map
j
` depicting wettable acres, is complete and signed by an 1 or PE.,l -
E3 Adequate D, irrigation operating parameter sheet, including map depicting ¢
wettable acres, is complete and signed by a WUP. �,��t,�-�c.j/Z -
E4 75% rule exemption as verified in Part 111. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part 11. Complete eligibility
checklist, Part 11- F1 F2 F3, before completing computational table in Part Ill).
PART 11. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails one of the Eligibility
requirements listed below:
F1 Lack of acreage which resulted in over -application of wastewater (PAN) on spray
field(s) according tofarm's last two years of -irrigationTeeords.-..
F2 Unclear, illegible, or lack of information/map.
F3 Obvious field limitations (numerous ditches; failure toAeductrequired
buffer/setback acreage; or25% of total acreage .identified.in'CAWMP includes .
small, irregularly shaped fields - fields less than 5-acres fortravelers-or less than
2 acres for stationary sprinklers).
F4 WA determination required because CAWMP credits field(s)'s acreage in excess
of 75% of the respective field's total acreage as noted in table in Part Ill.

State of North Carolina
Department of Environmen
and Natural Resources hECEMED
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Ted West
Ted West Farm
600 Williams Lake Rd
Roseboro NC 28382
Dear Ted West:
rY, � y 2 8 1999
FAYETTEVILLE
REG. OFriCE
May 24, 1999
4 • •
NCDENR
NpRTH CARour4A DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS820377
Ted West Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
In accordance with your application received on March 16, 1999, we are forwarding this
Certificate of Coverage (COC) issued to Ted West, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with General Permit
AWG100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the Ted West Farm, located in Sampson County, with an animal
capacity of no greater than 1800 Feeder to Finish and the application to land as specified in the Certified
Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS
143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS820377
Ted West Farm
Page 2
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. if you need additional information concerning this
COC or the General Permit, please contact JR Joshi at [phone] ext. 363.
Sincerely,
,I-'SKerr T. Stevens
cc_ (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina
Department of Environment and Natural ResoureAlp.
Division of Water Quality N ly4�%y9 ,
Non -Discharge Permit Application Form ,jvepq,�
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) 0$ �J ftng
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on rile with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
GENERAL INFORMATION:
1.1 Facility Name: Ted West Farm
1.2 Print Land Owner's name: Ted West
13 Mailing address: 1600 Williams Lake Rd
City, State: Roseboro NC
Telephone Number (include area code): 910-567-2831
1.4 County where facility is located:
Zip: 28382
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): From US la' and take SR 1002 to 1470 and go aprrox.
3 miles and the farm is on the right.. ;
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's I Integrator's name (if applicable; please circle which type is listed): J
1.8 Date Facility Originally Began Operation: 01/01/79
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: _82— (county number); _377 (facility number)_
2.2 Operation Description: Swine operation
- Fier to Finish
1800- Certified Design Capacity
Is the above information correct? LldyC'; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er or which the waste management structures were designed.
Type of Swine No. of Animals Tie of Poultry No_ of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (4 sow)
0 Farrow to Finish (4 sow)
Other Type of Livestock on the farm: No. of Animals:
RECEIVED
a Y 2 8 1999
FORM: AWO-G-E 5/28/98 Page 1 of 4 82 - 377 FAYMEVILLE
REG. OFFICE

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 18.33 Required Acreage (as listed in the A)XMP): 13.13
2.4 Number o lagoon storage ponds (circle which is applicable).
2.5 Are subsurface drains present within 100' of any of the application fields? YES o NO lease circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or O (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRC tandards, etc.) (Swine Only)
YE
Por NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? l-, J -- -71
What was the date that this facility's land application areas were sited? 30 -- 16
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CANVMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops groWn on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field_
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.1 I Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
Applicants Initials
G�JC�
W
FORM: AWO-G-E 5/28/98 Page 2 of 4 82 - 377

I
1
Facility Number. 82 - 377
Facility Name: Ted West Farm
4.
this application for
bas been reviewed
application are not
package will be r t
Signature
rj
1,
S CTRTIFICATION:
RECEIVED
WATMD At (A'jTYSECTIQ,N
MAR 16 f99g
Non -Discharge permitting
and Owner's name listed in question l2}, attest that
/ (Facility name listed in question 1.1)
me afid is 5ccurate and c plete tolhe best of my knowledge. I understand that if all required parts of this
npleted and that if all required supporting'information and attachments are not included, this application
e4 to me as incomplete.
MANAGER'S
- -,
application for
has been reviewed
application are not
package will be rel
Signature
Date /
TIFICATION: (complete only if different from the Land Owner)
Manager's name listed in question 1.6), attest that this
f CJL- U) es T- Yff&- /ZI (Facility name listed in question 1.1)
me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
npleted and that if all required supporting information and attachments are not included, this application
ej as incomp ete.
Date ZueL- &A/
THE COMPLETED A L]CATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98
Page 3 of 4 82 - 377

ANIMAL WASTE UTILIZATION PLAN
Producer:
TED WEST
Location:
1600 WILLIAMS LAKE ROAD
ROSEBORO Nc 28382
Telephone:
910-567-2922
Type Operation:
Existing Feeder to Finish Swine
Number of Animals:
1800.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
Y
APPLICATION METHOD: Irrigation
a
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
g 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.
rThis waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
x tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
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 water holding capacities.
3. Normally waste shall be applied to land eroding at less 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 raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.

ANIMAL WASTE UTILIZATION PLAN
{ 5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop 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.
r 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 application methods are not the
same.
z
" 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 made, which 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 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.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
1800 hogs x 1.9 tons waste/hogs/year = 3420 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
1800 hogs x 2.3 lbs PAN/hogs/year = 4140 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
a The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Am
y4
fFrr
1,
r
ti
Page: 2

ANIMAL WASTE IITILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
---
or
APPLY
RESID.
APPLIC
i
METH
N
TIME
�1973
4
Wa13
BH
5.5
275
0
6.16
1694
'
I
MAR-OCT
j1973
SG
1
50
0
6.16
r
1-4 1
I
1330.5
SEP-MAY
Ir-1973
4 Ra
BH
4.5
0
I
1225
18.26
11858.5
MAR-OCT
1973
SG
1
0
1-4 1
I
150
18.26
1413
SEP-MAY
3
5 WaB
EH
5.5
275
0
I
13_91
11075.25
MAR-OCT
t1973
SG
1
0
1-6 1
I
150
13.591
1195.5
SEP-MAY
END
�
I
TOTALI5566.75
- Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
P'
NOTE: 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.
a
1

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LSS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
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, care should be exercised not to let small
grain to reach maturity, 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 stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small 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
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 mowed to a
height of about two inches before drilling for best results.
Pane: 4

ANIMAL WASTE UTILIZATION PLAN
tt
** Acreage figures may exceed total acreage in fields due to
overseeding.
r
w. * lbs AW N (animal waste nitrogen) equals total required nitrogen
r less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BH
SG
HYBRID BERMUDAGRASS-HAY
SMALL GRAIN OVERSEEDED
TONS
AC
50
50
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
18.33
5566.75
0
0
18.33
5566.75
* BALANCE
-1426.75
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
L
Pane: 5

i
ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to
0 in order to
fully
utilize the animal
waste N produced.
Acres shown in each of
the preceding tables are
considered to'be
the
usable acres excluding
required buffers, filter
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 fields listed
may, and most likely
will be, more
than
i•
the acres shown in the
tables.
t See attached map showing the fields to be used for the utilization of
animal waste.
L
SLUDGE APPLICATION:
f
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 666 pounds of plant available nitrogen per year in the
_gp sludge.
If you remove the sludge every 5 years, you will have approximately 3330
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
' bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 11.1 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 26.64 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25o depending on your
sludge waste analysis, soil types, realistic yields, and application
` methods.
P
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 of the soil 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,
qU 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 Tables 1 and 2. Failure to apply the recommended rates and

a
ANIMAL WASTE IITILIZATION PLAN
£` amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
A
I
Tract I
1
f
I
Field I
I
Soil Type
I
crop
I
'1973 14
I
WaB
I BH
f
1973 14
I
Ra
!
I BH
�
1973 16
I
I
WaB
�
I BH
�f
I
1973
--4 I
I SG
I
1973
I
--4
I SG
1
'1973 I
I
--6 I
I
SG
]Application RatelApplic. Amount
(in/hr) I (inches)
f
I 0.60
I
I 0.40
0.60
I
*0.96
* 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 situations, the application amount shown cannot
be applied because of the nitrogen limitation_ The maximum
F application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
��..a . 17

ANIMAL WASTE UTILIZATION PLAN
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.
Itis the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
s. Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION

x
yJ�
u
e
;11
W
M1 ik ell
�IYMg1•� -4=W 41

i
WASTE UTILIZATION PLAN
9
'" REQUIRED SPECiFYCATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
3
_ producer either owns or has an agreement for use of adequate
.land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
r facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
K
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
t
r 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 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
S. 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.
G. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. when applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding_ (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
a
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
B. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
y a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
s
Page: 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 cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and 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 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 land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
L
Page: 10

ni
ANIMAL WASTE UTILIZATION PLAN
WASTE IITILIZATION PLAN AGREEMENT
Name of Farm:TED WEST FARM
owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state 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: TED WEST
(Please print)
Signature: _lJ Date:
Name of Manager (If different from owner); J
Signature:h6k,_M0Date:
Name of
Person Prep ring Plan: (Please print)Wilson Spencer
Affiliation:NRCS Phone No.
Address (Agency): 84 County Complex Rd.
Clinton NC 28328
Signature: �.
Date: Ir2C�
1] - — s . 1 177

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 910486-1541
EMERGENCY MANAGEMENT SYSTEM 910-592-8996
SWCD 910-592-7963
NRCS 919-734-0961
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1 _ Stop the release of wastes_ Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are fisted 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 valves to eliminate further discharge.

M
C�
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible pump, and pump back to lagoon,
b. If holes are caused by burrowing animals, trap or remove animals and fill holes 1
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side wails and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone 9I0486-I541. After hours, emergency number: 919-733-
3942. Your phone call should include: your name, facility, telephone number, the
details of the incident from item 2 above, the exact location of the facility, the
location or direction of movement of the spill, weather and wind conditions. The
corrective measures that have been under taken, and the seriousness of the
situation.
WTZ

b. If spill leaves property or enters surface waters, call local EMS Phone
number 919-592-5996.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 910-592-7161, local SWCD office phone number
919-592-7963, and local NRCS office for-advice/technical assistance phone
number 910-7;4-0961.
4. If none of the above works call 911 or the Sheriffs Department, 910-592-414I, and
explain your problem to them and ask that person to contact the proper agencies for
you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
Contractors Name: _
Contractors Address:_ �: N
Contractors Phone:_
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer,
etc.)
Name:
Phone-.
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.
e

Insect Control Checklist for Animal Operations
Source Cause _ lJMPs to Control Insects Site Specific Practices
I'eed storage • Accumulations of feed
Reduce moisture accumulation wilhin and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
ducts)
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal Bolding Accumulations of animal 13 Eliminate low areas that trap moisture along fences
areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
❑ Maintain fence rows and filter strips around animal
holding areas, to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure • Accumulations of animal ❑ Remove spillage on a routine basis (e.g.,
handling systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
❑ Provide for adequate drainage around manure
stockpiles
O Inspect for and remove or break tip accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMWVbTl�`ai". •Aire.:, •+w rw:r �:i[ a:�► .sir.R. *..try+:-,.sws .. ,.ae.k:time,snrawsl .a4,y4»►r....M,iei�Ww.�, .wM+ai+-r+ .. ..., .,..w.., .u�F:i�.+wi►.w wamra tiri act. - afw.►4o+.r�i.w� y e.r.-. ...wa_ :.r....ewr>w ..,..w- •wis..++M+au:�..+e.w.

Insect Control Checklist for Animal Operations
Source Cause
BM1's to Control Insects Site Specific Practices
Liquid Systems
Flush gutters • Accumulation of solids
M Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids
G Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize (lie crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
T
Excessive vegetative • Decaying vegetation .,
Maintain vegetative control along banks of
growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed spillage
O Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
0 Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 1 S- to 30-clay interval
during winter)
(N.�.x w�..- 4.,sa+A.�nuwvsrl,�aei..wr�.+p�u:-w�,µ•. sw. ,,�wiiNfx;i�+dr�rAA�4� 1'.Ill:fig/YMb':Au�iiY�Y.C.•iw��yW^APi'�IN�YI4#F}jai.W.":U.A+�Yw.�aAllM�iu..•�+�za�ulM�v�Aer+n.,.:.v,.�.,,«�.f+.*..

Swine Farm Waste Management Odor Control Checklist
Source Cause BMI's to Minimize Odor Site Specific Practices
Manure tracked onto • Poorly maintained access Cl Farm access road maintenance
public roads from roads
farm access
Additional Information: Available From:
Swine Manure Management; .0200 Mule/BM1' Packet NCSU, County Extension Center
Swine Production Faun Potential Odor Sources and Romedies; EBAE Fact Sheet NCSU—BAE
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88 NCSU—BAE
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88 NCSU—BAC
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU—BAC
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU--BAC
Controlling Odors from Swine Buildings; PII-I-33 NCSU—Swine Extension
Environmental Assurance Program; NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
,.i w:n�+1,w++f.MV�+1��.rldi4,�s+�:wF.ai-.itt.u.inkR.+lsi�.-4wr� �,.Kv�� .i:�ir• �.r�-. •al��'S .�:k-' ..+h^, �3w,r+.-.,,.,x. �.e� ....r �, .� awn � v. .�1rsr•� •�.s-�«..wi�ka ,, N.w:w.w+- .. ....r,.rw.w�r..a....aa�..-�w..�.....�... +.».rw.........1.....a5w.�-

Swine Farm Waste Management Odor Control Checklist
Source Cause RMPs to Minimize Odor Site Specific Practices
Farmstead o Swine production Vegetative or wooded buffers
Recommended best management practices
0/'Good judgment and common sense
Animal body • Dirty manure -covered Ef Dry floors
surfaces animals
Floor surfaces . Wet manure -covered floors 13Slotted floors
f "Waterers located over slotted floors
0IFeeders at high end of solid floors
DT�Scrape manure buildup from floors
O Underfloor ventilation for drying
Manure collection
o Urine
l' Frequent manure removal by flush, pit recharge,
pits
. Partial microbial
or scrape
decomposition
O Underfloor ventilation
Ventilation exhaust
o Volatile gases
O Fan maintenance
fans
. Dust
Q Efficient air movement
Indoor surfaces
o Dust
)A ashdown between groups of animals
Cl Feed additives
O Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tanks o Agitation of recycled lagoon 0 Flush tank covers
liquid while tanks are filling Q Extend fill lines to near bottom of tanks with
anti -siphon vents
:itiir+ �ri�av, •Nai u:Fr.a�iYitiSi,+wL+++n�kd rare-vsuaJ...i�N++"v'•.rr, i+r,w.+�dr�iq....ri►+�w'..w�w.n.�.rw.�..�rwr•...ar.a.�ew�.�M-�+rr.�r.�+��w�.....�+.Ri..wr..Mwuo

W_;
-Swine Farm Waste Management Odor Control Checklist
Source Cause �- BMI's to Minimize Odor Site Specific Practices
Flush alleys • Agitation during wastewater L( Underfloor flusly with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon ❑ Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents.
Lill stations . Agitation during sump tank ❑ Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater ❑ Box covers
collection or conveyance
junclion boxes
Enid of drainpipes Agitation during wastewater 63" Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions
• Biological mixing
• Agitation
13'Proper lagoon liquid capacity
01 C:orrect lagoon startup procedures
iniinum surface area -to -volume ratio
Minimum agitation when pulliping
❑ Mechanical aeration
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation 12r Irrigate on dry days with little or no wind
nozzles . Wind drift ffiMinimum recommended operating pressure
C-f _11inp intake near lagoon liquid surface
❑' Pump from second -stage lagoon
�'�`ilsn+raUJ .+ww� � .. bnw+lw. a�+tAd,.G� r«�S4Fs{'4..i1,I��+.��e�+YSatlNwe>r.,�a1Y[d., �l�liwa.�u'4+Nhi�t•., r7iYtlM.o+w�me.iy,. . wa..�u+a�W.w,.rie...w.ww:,......6+ww�,r.v.�wcM�;w„w�++

Mortality Management Methods
. (check which method(s) are being implemented)
•
•
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, 1996

t
i
TED WEST OPERATION
DNAIQ Registration # 82-377
I800 Head Feeder to Finish Swine Operation
Sampson County, NC
W T R T TT T]DESYGN
ASS III
North Carolina Department of Environment, Healtd, and Natural Resources
DiAsion of Soil and Water Consen•ation
Wilmington Regional Office
- in conjunction with -
US Department of Agriculture
Natural Resources Consen-ation Senice
Sampson District Office
a

r
(:ontgnis
P
. Design Summary
4
dam.
1
Ted West Operation
Sampson County
JCF 11-14-96
Operating Guidelines
4
Operation and Maintenance Plan
Emergency Action Plan
Livestock Waste Sampling, Analysis and Calculation of Land Application Rates
r
Specifications
Construction Specifications
High Pressure, Underground, Plastic Pipeline Specifications
Seeding Specifications
Ei aluations
Site Evaluation
CFSA Maps
FEMA Flood Zone Map
Hazard Classification
USGS Map
Soils Investigation
Soils Map
Wetland Determination
i!
Calculations and Data
Storage Design Spreadsheet
4
Soil Boring Data
r
r
Liner Thickness Design
1-2
3-4
5-7
8-10
11-13
14-24
25
26-27
28-29
30
31
32
33
34
3 5-3 9
40-42
43
4445

Ted West Operation
Sampson County
JCF 11-14-96
X
Calculations and Data -cont-
Earthworks Computation Printouts 46-48
F.
Pump Station Design 49-51
Pump Design Spreadsheet 52-53
Topo Survey Drawing 54
Topo Survey Points List 55-60
i
Construction Plan
t
i
L
i
inserted

'3
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Soil and Water Conservation Jonathan B. Howes
Governor Secretary
November 14, 1996
a
TED WEST EXISTING OPERATION
DWQ Registration # 82-377
Roseboro, NC
WASTE TREATAIEN7 LAGOON DESIGN
= According to information provided by Ted West, this is an existing, 1800 head, feeder to finish swine
operation. This site has been in operation for approximately 15 years and is currently being leased by
South River Farms. There has not been any previous design work done on this operation.
This design is to upgrade the existing waste management system, in order become certified in accordance
with Title 15A of the North Carolina Administrative Code Section 2H, Rule .0200 - Waste Not Discharged
to Surface Waters (.0200 regulations). It meets the minimum standards as set forth in the Soil and Water
Conservation Commission Standards For Animal Waste Management, as required by 15A NCAC 2H
.0217(a)(1)(H)(i). These Standards follow NRCS Conservation Practice Standard "Waste Treatment
Lagoon - Code 359" with the exception of the requirements for including sludge storage and a heavy
t rainfall event in the lagoon storage volume. Although these two items are not required, they are
recommended by the Soil and Water Conservation Commission as well as this engineer. This has been
discussed with Mr. West and he has opted to follow the minimum Commission Standards.
This design is for a new waste treatment lagoon, sized to handle all of the waste from both existing
buildings. The existing lagoons shall be closed as required by the State of North Carolina, or maintained
such that no discharge of pollutants occurs to surface waters of the state by any means except as a result
of a storm event more severe than the 25-year, 24-hour storm.
The Waste Utilization Plan will be completed by the Sampson County Soil and Water Conservation District
Office. Ronnie warren has indicated that Mr. West has adequate land on which to apply all waste
including sludge based on 180 day temporary storage and sludge removal every five years. Lack of
adequate land for waste application voids this design. A Waste Application Plan (Irrigation Plan) shall be
developed by a certified technical specialist.
The Emergency Action Plan shall be replaced with the new standard Emergency Action Plan to be
developed by the interagency group, which provides interpretation of the animal waste management rules,
prior to January 1, 1997.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 0 Telephone [phone] • Fax [phone]
An Equal opportunity Affttmative Action Employer

L
Ted West Operation Design Summary
November 14, 1996
Page Two
Odor control best management practices, insect best management practices, and riparian buffer best
management practices shall be included in the Waste Management Plan and incorporated into the design
when developed by the Soil and Water Conservation Commission, prior to January 1, 1997.
Record keeping requirements shall be incorporated when developed by the Environmental Management
Commission and the Soil and Water Conservation Commission, prior to January 1, 1997.
Mortalities shall be disposed of as required by NCGS 106-403 or as required by new General Statues of
North Carolina or the Soil and Water Conservation Commission.
y
NRCS Job Class: III
j. Design volume: 431,462 CF
Estimated Excavation: 12,112 CY ='
F Estimated Dike Fill Excl. Liner. 10,537 CY
Estimated Fill Borrow: 1,144 CY
Estimated Clay Liner. 5,295 CY
Estimated Clay Borrow: 2,576 CY
Designed By: J. CF aA5 FOtZ�
Design Approval:
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9

SHEET 1 OF 2
OPERATION -AND -MAINTENANCE -PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr -- 24 hr storm for the location. The
volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 yr rainfall will,not be
a factor to consider in an annual pumping cycle, but this storage
volume must always be available.'
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at
elevations for operating convenience
weather, soils, crop, and equipment
runoff or leaching.
any time between these two
as site conditions permit, such as
in order to apply waste without
40 Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 116.30-as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 113.00v. This temporary
storage less the 25 yr rainfall contains 150655-cubic feet or
1126898 "gallons.
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SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
® plan. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
E
G. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate 'at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on -
land. when these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.
... .. .;w.w,e •�a�+'.txL. :-� - f.,r .. _-..vi?ss..._.- ±j "=�

North Carolina Agricultural Extension Service
Attachment
1 Of 3
Agri -Waste Management
Biological and Agricultural Engineering North Camlina State Uniaenity
LIVESTOCK WASTE SAMPLING, ANALYSIS AIM CALCULATION
OF LAND APPLICATION RATES
.lames C. Barker*
I. SAMPLE COLLECTION
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of manure from
different locations using nonmetallic collectors.
ii. From storage
a. Collect. about 2 lbs of manure from under the surface crust
' avoiding bedding materials and using nonmetallic collectors.
• r
B. Liquid Manure Slurry
i.-Under-slotted-floor pit
a. Extend a 1/2' nonmetallic conduit open on both ends into
manure to pit floor.
b. 5eal upper and of conduit (e.g., by placing a thumb over end
of conduit) trapping manure that has entered lower end, remove
and empty slurry into plastic bucket or nonmetallic container.
c. Take suhsamples from 5 or more locations or at least I quart.
d. Mix and add about 3/4 pint to nonmetallic sample container_
ii. Exterior storage basin or tank
a. Make sure manure has been well mixed with a liquid manure
chopper -agitator pump or propeller agitator.
b. Take subsamples from about 5 pit locations, from agitator pump
or from manure spreader and place in a plastic bucket.
* Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State University, Raleigh, NC.

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9
Attachment B _
t ` 2 of 3
c. Mix and add 3/4 pint to a nonmetallic sample container.
C. Lagoon Liquid
i. Collect about 3/4 pint of recycled lagoon liquid from inflow pipe
a
to flush tanks in a nonmetallic sample container.
ii. From lagoon
a. Place a small bottle (1/2 pint or less) on end of 10-15' pole.
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b. Extend bottle 10-15' away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bottle. within l' of liquid surface.
e. Empty into a plastic bucket, repeat about 5 times around
lagoon, mix, -and add 3/4 pint to nonmetallic sample container.
D. Broiler or Turkey Litter
i. House litter
a. Visually inspect litter for areas of varying quality, e.g.,
areas around feeders and waterers, and estimate percent of
floor surface in each area.
b_. Take about 5 litter subsamples at locations proportionate to
item a. E.g., if 20% of litter of similar visual quality is
around feeders and waterers, take 1 subsample there and the
other 4 subsamples from remainder of floor surface.
c. At each location, collect litter from a 6" by 6" area down to
earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about 2-3 lbs litter to a nonmetallic sample container such as
a 1-gallon freezer bag and seal.
ii. From stockpile
a. Take subsamples from about 5 locations at least 18" into pile.
b. Mix, add 2-3 lbs to nonmetallic sample container and seal.
C

r -
Attachment B
_3_ 3of3
'
II. SAMPLE PREPARATION AND TRANSFER
A.
Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants, -
soaps, or treat in any other way.
B.
Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C.
Hand -delivery is most reliable way of sample transfer.
YD.
If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E.
Commercial sample containers and mailers are also available. Contacts: ...
=
-Agricultural
i. A.6:L Eastern lab, Inc. iii. Polyfoam Packers Corp.
7621 Vhitepine Road 2320 S. Foster Avenue
Richmond,-VA-23237 Vheeling, IL 60090
Ph:-{804)743-9401 Ph: [phone]
ii. Fisher Scientific Co. iv. NASCO
3315 Vinton Road 901 Janesville Avenue
Raleigh; -NC 27604 Fort Atkinson, VI 53538
Ph: [phone] Ph: [phone]
T
-_
F.
Private analytical labs are available, but sample analyses are costly. _:-
"'`._";
G.
Z'he NCDA provides this service for North Carolina residents.
i. Address: . North Carolina Department of Agriculture
Agronomic Division
Plant/Vaste/Solution Advisory Section -_
Blue Ridge Road Center -
P.O. Box 27647 -
x
Raleigh, NC 27611
Ph: [phone] =
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii. Include .the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -breeders,
brooderhouse, grower. number flocks grown on litter; etc.)
c. Waste type (dairy -lot scraped manure, liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler -house litter, stockpile
iv. Routine analyses perfo=ed on all samples: N, P, R, Ca, Mg, Na,
S, Fe, Xn. Zn, Cu, B
v. Additional analyses performed upon request; DM. No, Cd. Ni. Pb

4.2v-uu-4 Lrragatior_ water Conveyance
c
C
Irrigation Water Conveyance
High -Pressure, Underground, Plastic
Pipeline Specifications
Installation
Minimum dpth of sir. Pipe shall be installed at sufh-
cient depth below the ground surface to provide yrutec=n
from hzzares imposed by traffic Crossings. farming opera-
tiorts, freezing tompermures, or soil cracking. The minimum
depth cf carver for pipe w aptibte to any of these haza=
shall be:
Pipe diammor Doom of =*or
'A wwgrt 21A 113
3 ftm4tr S 24
a or More _ 30
In area where the pipe will not be susceptible to freez-
ing and vehicular or cultivation hazards and the soils do not
track appreciably when dry, the minimum depth of dyer
may be reduced to:
Pips diammor Dom of =.vr
M p
'A tls OWO VA — -- a
2 through 3 12
4 tf=%#g r 6 is
Marry than a 24
In cranberry bogs where the pipe is not susceptible to
truing and heavy equipment is never allowed, the mini-
mum depth of cover may be 6 in for a 6-in diameter pipe
and 12 in for a Larger pipe.
The minimum c:7van for polyethylene pipe is 6 in but may
be reduced to 2 in where conditiom warrant The minimum
ever for PVC pipe in cranberry boss, where the pipe o to
be protected from freezing after winter flooding, shall be 12
in, if the winter flood equals or excaeds 12 in. Where the
winter flood is less than 12 in, the top of the pipe shall be
at least 24 in beiaw the water surfaca. Solvert-welded joins
SW be used at all connections of FVC pipe where peat
and muck axis in their normal layered pattem. Rubber
gasket join s may be used following normal bedding proce-
dures where coarse sand or cement fryers exist.
At low pi.2 on the ground surface, ext: fill may be
placed over the pipeline to provide the minimum depth of
cave[ The top width of the fill shall then be no leas than 10
It and the side slopes no steeper than 6:1. If extra protec-
tion is needed at vehicle crosaings. encasement pipe or
other approved methods may be used.
Trench c'nstructfort- The trench at any point below
the top of the pipe shall be only wide enough to permit
the pipe to be easily placed and joined and to allow the
initial tsacktill material to be uniformly piacad under the
haunches and a" the side of the pipe. The maximum
trench width Snail be 36 in greater than the diameter of
the pipe. It the trench its precision excavated and has a
Semicircular bctiom that ck saly tits the pipe, the widen
shalt not exceed the outside diameter of Me pipe by
more that 10 percent -
The tram bc=m shall be unftrm so that the pipe lies
on the bottom *dhout bridging. Cods. rocks, and uneven
spots that can damage the pipe or cause nonuniform sup -
Pon shall be removed
If ratio, boulders, or any other material that can damage
the pipe are encountered. the trench bottom snail be under-
cut a minimum of 4 in below final grade and filled with Ded-.
ding material consisting of sand or c=oacted fine-grained
soils.
Pipelines having a diameter of 'h through 21h in that are
to be placed in areas not subject to vehicular loads and in
soils that do not crack appreciably when dry may be ptaced
by using "piow4n" equipment instead of conventional
trenching.
Provisions shall be made to insure safe worsting con&
tions where unstaeI& soil, trench depth, or omer conditions
can be hazardous to personnel working in the trench.
1Placament- Care shall be taken to prevent permanent d"rs-
tortiors and damage when handling the pipe during unusu-
ally warm or cold weamet: The pipe shall be allowed to
come within a few degrees of the temperature it will have
attar it is completely covered before placing the baciditl,
— — other than that needed for shading, or before conne+dng
the pipe to other facilities The pipe shall be uniformly and
continuously supported over its entire length on firm stable
material. Blocking or mounding shall not be used to bring
the pipe to final grade.
For pipe with bell joints, bell holes shall be excavatsd in
the bedding material, as needed. to ellcw for unotswutwed
assembly of the joint and to permit the body of the pipe to
be in ccntaet with the bedding rnateral throughout its
length.
,tolnts and aannectfons All joints and conneaions shall
be designed and =nstritcod to wit stand the design maxi-
mum working pressure for the pipeline withcurt leakage and
to kwm the inside of the line tree of any ots;rsacscn that
may tend to reduce its capacity below design requirements.
An fittings, such as couplings, reducers. bends. tees, and
crosses, shall be installed a rding to the reccmmenaa-•
Cans of the pipe manufac:urec
Rfings made of reel or Cher metals suscectible to cor-
rosion shall be adequately prcteGed by being wrapped with
plastic tape ar by being coaxed with a sunnmca that has
high corrosion -preventative qualities. If plastic tape is used.
all surfaces shall be thoroughiy darned and =Wea with a
primer compatible with the tape before wra; ping.
Thrust blocks. Thrust bioc s must be formed again t a -
solid hand-eimavamd trench wall undamaged try macrtani-
cal equipment- They snail be wnsurured of cncrma. and
me space between the pipe_ and trench wall snail be filled
to the height at the outside diameter of the ptoe or as spec-
ified by the manufac carer.
Teasing. The pipeline shall be iestea for pressure ": ngt."t-
leakage, and proDer tunctionrng. The tens may be Der -
formed before bacelting of anytime attar the oiceiine is
ready for service.
SCS, January 1989

Specifications
November 14, 1996
Page Three
REMOVAL OF EXISTING TILE DRAINS:
When specified, the contractor shall construct an observation trench along the entire length of the
embankment to a minimum of five feet in depth. The trench shall have a bottom width adequate to
accommodate the equipment used for excavation, backfiil, and compaction operations and the side
slopes shall be 1:1 or flatter. When tile drains are encountered, the tile shall be removed to a
minimum of 15 feet beyond the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment, it shall be rerouted around the lagoon in an
approved location. Backfilling and compaction in the trench shall be in accordance with the
EXCAVATION AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
The bottom of all lagoons shall be approximately level. The side slopes shall be uniform from top to
bottom. Scarify the bottom and side slopes of the lagoon a minimum depth of 6 inches and compact
with a 'sheepsfoot' or tamping roller to decrease the permeability of the finished bottom and side
slopes.
QUALITY ASSURANCE
During construction of the earth embankment and clay liner, a qualified inspector as designated by
the designer must be on site as necessary to verify proper construction. The liner shall be installed
10 in accordance with MRCS South National Technical Center (SNTC) Technical Note 716 (Revised
September 1993). Testing must verify a maximum hydraulic conductivity of .00000125 cm/sec.
The owner will employ a certified independent geotechnical engineering testing laboratory, to approve
on -site and borrow soils to verify that soils comply with specified requirements and to perform
required field and laboratory testing. The owner will be responsible for furnishing test results and
certification that the construction meets the design requirements. One optimum moisture -maximum
density curve will be provided for each type of material encountered. Maximum densities shall be
determined in accordance with ASTM D-698. At least one field density test will be made for each
5000 square feet of fill, with a minimum of 3 tests, for each 1 foot of compacted fill thickness.
,%Iilifflff""
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Specifications
November 14, 1996
Page Two
When areas of unsuitable material are encountered, they will be over -excavated below finish grade
to the specified depth as measured perpendicular to the finish grade. The foundation shall be
backfilled as specified to grade with a NRCS approved material (ie-CL, SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. -The independent testing laboratory will
determine the suitability of all materials to be used as liner in accordance with ASTM D-698, by visual
observation of the proposed liner material, and other approved laboratory methods. Proper
compaction of the liner includes placement in 9 inch lifts and compacted as specified by an
independent testing laboratory in order to achieve a maximum hydraulic conductivity of 0.00000125
cm/sec. with a minimum compaction of 95 percent of the Standard Proctor Maximum Dry Density,
ASTM D-698. The moisture content of the liner material shall not be less than optimum water
content nor greater than 2 °% above optimum or as specified by the independent testing laboratory
during placement and compaction. Water shall be added to the soil, or the soil shall be allowed to dry,
as necessary to the proper moisture content during placement and compaction of the liner. When
smooth or hard, the previous lift shall be scarified and moistened as needed before placement of the
next lift.
a
The single most important factor affecting the overall compacted permeability of a clay liner, other
than the type of clay used for the liner, is the efficient construction processing of the compacted
liner. The sequence of equipment use and the routing of equipment in an established pattern helps
assure uniformity in the whole placement and compaction process. For most clay soils, a tamping
or "sheepsfoot" roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet pipes. This can be done by using
some type of energy dissipator (rocks) or using flexible outlets on waste pipes.
Alternative to soil liners are synthetic liners and bentonite sealant. When these are specified,
additional construction specifications are included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when shown on a typical cross
section in the plans. The final depth of the cutoff trench shall be determined by observation of the
foundation materials.
VEGETATION:
All exposed embankment and other bare.constructed areas shall be seeded to the planned type of
vegetation as soon as possible after construction according to the seeding specifications. Topsoil
should be placed on areas of the dike and pad to be seeded. Temporary seeding or mulch shall be
used if the recommended permanent vegetation is out of the season dates for seeding. Permanent
vegetation should be established as soon as possible during the next period of approved seeding
dates.
H

5 �41
44
LM
v•aw U1 1rU11.11 %,drU1111d
Department of Environment,
Health and Natural Resources
Wilmington Regional Office
Division of Soil and Water Conservation
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
TED WEST EXISTING OPERATION
DWQ Registration # 82-377
Roseboro, NC
November 14, 1996
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of trees, logs,
stumps, roots, brush, boulders, sod and rubbish. Satisfactory disposition will be made of all debris.
The topsoil from the lagoon and pad area should be stripped and stockpiled for use on the dike and
pad areas. After stripping, the foundation area of the lagoon embankment and building pad shall be
thoroughly loosened prior to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The complete excavation and earthfill shall conform to the lines, grades, and elevations shown on
the plans. Earthfiil material shall be free of material such as sod, roots, frozen soil, stones over 6
inches in diameter, and other objectionable material. To the extent they are suitable, excavated
materials can be used as fill. The independent testing laboratory will determine the suitability of all
materials to be used as fill in accordance with ASTM D-698, by visual observation of the proposed
fill material, and other approved laboratory methods. The fill shall be brought up in approximately
horizontal layers not to exceed 9 inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading equipment or standard
tamping roller or other equivalent method. Compaction equipment shall travel in a direction parallel
to the main axis of the fill. Clayey soils shall be compacted with a "sheepsfoot' or tamping roller. Fill
material shall be compacted to a minimum of 95 percent of the Standard Proctor Maximum Dry
Density, ASTM D-698, within 2% of optimum moisture content. For the embankment, use the more
impervious materials from the required excavations. Construction of fill heights shall include 5 percent
for settlement. Dikes over 15 feet in height and with an impoundment capacity of 10 acre-feet or
more fall under the jurisdiction of the NC Dam Safety Law. The height is defined as the difference
in elevation from the constructed height to the downstream to of the dike.
Precautions shall be taken during construction to prevent excessive erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.9 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS INVESTIGATION
REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS ENCOUNTERED DURING
t CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER IS INCLUDED IN THE DESIGN WHEN
LINERS ARE REQUIRED BY THE SOILS REPORT.
127 Cardinal Drive Extension, Wilmington, NC 28405 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Irrigation Water Conveyance 430-DD-5
L
Tests for pressure strength and leaks shall be aczcm-
plished by inspecting the pipeline and appurtenances while
the maximum working pressure is maintained and all joints
c and connections are uncovered, or by observing normal
operation Of the pipeline after it is put into service. Partial
backfills needed to hold Me pipe in place during testing
shall be placed as specified in "Initial Sackfrll." Any leaks
shall be repaired and the system retested.
The pipeline shall be tested to insure that it functions
property at design capacity. At or below design capacity
there shall be no objectionable now conditions. Qbiec*iona-
ble flow conditions shall include water hammer, continuing
unsteady delivery of water, damage to the pipeline, or deth-
mental disctiarge from control valves.
Inftia€ backfill. Hand, mechanical. or water packing meth-
ods may be used.
The initial backfill material shalt be soil or sand that is
free from rocks or stones €anger than t in. in diameter. At
the time of placement. the moisture content of the material
shall be such that the required degree of compaction can
be obtained with the backfill method to be used. The initial
backfill material shall be placed so that the pipe will not be
d;splaced, excessively deformed, or damaged.
If backfilling is done by hand or mechanical means, the
initial fill shall be compacted firmly around and above the
pipe as required to provide adequate lateral support to the
pipe.
If the water packing method is used. the pipeline first
shall be filled with water. The initial backfill before wetting
shall be of sufficient depth to insure complete coverage of
the pipe after consolidation. V%later packing is accampfished
by adding enougn water to diked reaches of the trench to
fhorougnly saturate the initial backfill without excessive
pooling. After tt,e backfill is saturated, the pipeline shall
remain full until after the final backfill is made. The wered
fill shall be allowed to dry until firm before beginning the
final backfill.
Fnal backfill. The final backfill material shall be free of
large rucks. frozen cods. and other debris greater than 3
in. in diameter. The material WIWI be placed and spread in
4Drcximately uniform layers so that there will be no
unfilled scares in the backfill and the backfill will be level
with the natural ground or dt the design grade required to
provide the minimum depth of =ver after 3etrlemenL Roll-
ing eouipment shall not be used to consolidate the final
backfill until the specified minimum depth of cover has
been placed.
Ail soecial backfilling requirements of the pipe manufac-
turer shall be meL
Basis of acceptance. The at_eotability of the pipeline
shall be ceiermined by inspections to C'teCk Compliance
with all the provisions of this standard with respect to the
design Of the line. the pipe and pipe marking. the a=urte-
nances, and the minimum installation requirements.
Caritfications and guarantee. If re7uestt d by the state
Conservatrcn engineer, a qualified testing laboratory must
certify with supporting test results tho the pipe meets me
requirements specified in this standard. The seat of
approval of a recognized laboratory an pipe bearing one of
the ASTM designations listed in this =naard may be
accepted for this cer6fication.
The installing contractor "I certify that his or her ir>stal,-
lation c: mpties with the requirements of this standard. He
or she shall furnish a written guarantee that protects the
owner against defec:tve workmanship and maieriats for not
Iess than t year The certification identifies the n=ufac-
turer and markings of the pipe used.
Materials
Quality of pissde pipe. The compound used in manufac-
turing the pipe shall meet the requirements of one of the
following materials:
T. Po€yvinyf chloride {PVC} as specified in A.S-M- -vu.
Code
Material
e!assiifcation
Type I, Grade t
12454-8
Npe 1. Grade 2
1245A-C
Type it. Grade t
t 4 3-0
2 Acyionitrile-0utadiene-styrene (ASS) as specified in
AS1r4-+7-i 788.
Code
Maieniij
dassfirattnn
Type 1, Grade 2
5--2-2
Type i. Grade 3
- 3-5-5
Type U. Glaoa t
•--A-5
I Polyethylene (PE) as specified in ASW-C-1248.
Cane
Material
Gt ticadon
Grace Pia, Cass C
IC -rats
Grata PM. Clain C
IIC,.-P23
Grata P33, Mass C
tuC..P-'M
Grata P34. Cass
IVC ?- a
The pipe shall be homogeneous througrioui and free
from visible wa im. holes, foreign marter, or other pefec:s.
The pipe shall be as uniform in color, o^aM, density, and
outer physical properties as is =mmerwalty practicaale.
Pipe requinesnemtL AA pipe installed under this stzndaro
shall be pressure rated for water.
The relationship between standard dimension ratios.
dimensions, hydrastabc design ztressera, and pn+•_.siae rat-
ings snail be determined by one of the following formulas:
For PVC. ASS. and PE pipe wrm cunide diameter
controlled:
25 °, _t or2S . R-T
SCS, January 1989

I�
430-DD-6 irri ante ation Water Conveyance
Y
._
For PS pipe with inside diameter controlled:
Burst pressure requirements for water at 230 C
ZS. D+t
(73.46 F) for ASS plastic pipe are:
1or2S . R+1
P t P
Minimum burs: pressure,
Where:
SDR
S hydrostatic design stress, in tbrirl2.
ABS 2112 ABS 1316
P pressure :sting in lb1in2.
Do average outside diameter in in.
:
Df average inside diameter in in.
e00 jWJ0
t •• minimum watt thickness in in.
32-5 420 380
R - standard thermoplastic pipe dimension ratio
41 — _ 3DO
Hydrostatic design stresses for the plastic pipe n=e-
'T*• fibw ■vem . L..a o Or" 7-. ■ V Vnwaufft we: yes 7112-e.= WOW
vial are given in table 1.
•M 13164 L= brink To -,VW, wwwr, rn wr oapao wnu ft� b. nvw n
Iron pipe size r PPS)
([ {outside diameter same as that
•••o a+. rr, ten. �ro.,1i
for iron pipe sizes) and I.D. controlled PE pipe
Markings, Markings on the pipe shall include the fol-
manufactured. tested, and narked to meet one of the
lowing, which shall be spaced at intervals of not more
'
following AST specifications shall be a=aptable under
than 5 rc
this standard. Water pressure rating and pertinent
dimensions for this pipe are given tables in 3, 4, 5, 6,
1. Nominal pipe size (for example. 2 in).
and 7.
2. Type of pias7ic pipe material, by designation pie
AST1u�- Stanger~ s.->elc2ton tor—(for
(for example, PVC 1120).
D-17W ... PVWinyl --hbride (PVQ Plastic Pere, Sated,
Pressure rating. in lbfin2, for water at 23aC Oar
9. {73. j
Was a0, 80, and 120
(for example, 160 BhTin2).
x.
D-2241 .. _ PcryvW cn&ide (pVQ Pt2 c Pipe,
4. Specifc.—tion designation with which the pipe corn -
pries:
D-2M ... 8errEnc PrJtyvinyl aq6-z* (PVC) Plastic PCs
a. For IPS-size pipe, the AS TM designation (for
D-2740 ... P�aryvir:yyl W)JOrCe (PVC) Pl=X cW*V
example. D-2241).
DY1= ... Ac-y�brsic^i,e-?u ter ere (A„S} PiascC
Pipe. and
Pipe meeting are of the ASiM designations
r
D-2232 ... Acyiorlei5-Eu=iene-,Sryrene E� Plastic
Fisted for IPS size r and intended for the trans-
P I
FPO (Sett -PR .
port of potable water shall also be marked with - -
0-2104 ... PoWiyrer+e (PE) Ptah Pte. Schepule 40
the seal of a recognized laboratory making the
D-2= ... Polystr:jierre {PE} Pt2s Ppe. (S ;R-PR)
evaluation for this purpose.
_
D--24,47 ... PYm ny" (P:-� Plastic Pipe, SCIISCuIES 40
-
b r— la-. t n '. th
u�
des --t n PIP
a-4 80. taw an oe di U,N ®r p p � etrga � ry. a ig..a ro
D3-7T37 ... PoWrny ere (P5) Plastic Tubing 5. Manufacturer's name {or trademark) and code.
D-3M5 ... potye r+ (F� Ptax Pipe. (SOR -Pn,
tzsm on cDnTrpliad ouniae 63rrrew Fittings and =upler& A I fittings and couplers shall
F-771. _... Poryemyiene (FE) Therrri=astic Hign. meet or exceed the same strength requirements as
PressLre lrriganon Pipeline Sys�u= those of the pipe and shall be made of maierial that is
Plastic irritation pipe (PIP) shall meet the require. recarrurrended for use with ills pipe.
ments of ASTM-D-2241 or of ASTM-D-=E2 except wed below are the ASTM standard specifications
that: for frttings suitable for use with iPS-sLze pipe and inside
diameter controlled PS pipe covered by this standard:
1. The outside diameters, wan thy, and toler-
ances given in tabie 2 shall apply. AS TU-- SIvx:ard saecifiamion for—
a The sustained press; re lest shan not be required. D-2466 ... Socket-ype Poyvirryl chide ('VC) Plastic
3. The burst pressure tests shall be perfomned accord- Poe. S:xledute 40
ing to the prticedures listed in ASTM-D'2241 or 0-2467 ... Socket -type PDtyviryf cliCrioe (PVC) Psasx
D-2282 and s bn meet the appiicable requirements Pt*, S 'twine so
given in these AST M's or those listed below for the D--24M ... Socket-ty= A=y10rNtnfe•8r.ftac erle-styrene
standard dimension ratios (SDK's) currently not (AE-S) Plastic Finings, 5 uis 40
included in ASTM-D-2241 or D-2282. D-2SC9 .. _ Paso: Irsen Fonts to Poryetnyrene (PM
PtaSnc PCs
Burst pressure reqm uireents for water at 230 C D-25�3 . • . Sockw-tyte Poryemiene Farinps tar SDR 11.0
(73.40 F) for PVC 1120 and PVC 1220 ptzsic pipe are: PCt1YIene Pbe
D-31n_ ... Samar SDv-4"c=n_tor PL=ic Pnmsum
SDR Minimum burst pressure' Poe LsLn;; Pier--* =tacr. Seas
D-341 ... Eun How Rsbn Poiyemy+ene (PE) P=tc
RYW FMmUs for PoryetrTyOV --125S Pipe
51 2W arc Tu rig
'The , r..r.■ w s-wo b &— shw Est p-.� N: PVC 1127-6.44M
prw. PVC 1 -6.AW bW.
SCS, January 19B9
'The , r..r.■ w s-wo b &— shw Est p-.� N: PVC 1127-6.44M
prw. PVC 1 -6.AW bW.
SCS, January 19B9

Irrigation Water Conveyance 430—DD-7
r�
Rtasdc irrpgz 70n pipe (PIP) shall have belled en 3 or set}
irate mupiers and fimngs that are sudaole for joining the
pipe and a; puronancaa by sol'vem comerlt, rubber gaskets.
or other memos roc:3-m vended by the pipe manuft=ret
Such fittings and joins shall be capable of withstanding a
working pres=a equal to or greater than that for the pipe.
Solvent consent faint:. Solvent for sotmm cement joints
shall cartfcrm W AS"ia Soecilication D-2564 for PVC pipe
and fnitings " to Q2= for ASS pipe and tittmgL
Solvent cap -&-a jotm. shall be used and a wamimed
er=rding to me rscommendaiians of Me pipe
manufaaurec
Rubber gasket joint& Rubber gasket joirm shall conform
to Aa° T U Specwatiors 0-313S.
Table 1,44ra=auc desgn stram and dasVriaacn—
pwatic POO
P'amc Dice mmarai
»e
Designation
boo
PVC Type I, Gnat 1
2-000
PVC 1120
PVC Type 1, Gr+oe 2.
2.000
PVC 1220
PVC Type U. Grade 1
1.000
PVC 2110
PVC Type 11, Grade 1
1.250
PVC 2112
PVC Type U. Grade 1
1,800
PVC 2116
ASS Type 1, Grade 2
ASS 1208
ASS Type I, Grade 2
Iwo
1,000
ASS 1210
ASS Type I, Grade 3
1.600
ASS 1316
ASS Type 11. Graft 1
1=0
ASS 2112
PS Grade P14
400
PE 1404
PE Grade P23
500
PE 2305
PS Grade Pm
00
PE 2=6
PE Grade P33
S!0
PE 3306
PE Grade P3t
4330
PE 34M
PE Grace PU
Wo
PE 3408
SCS, January 1939

4-30-DD--8 Irrigation
Water Conveyance
s
`
MdAe 2--.PVC and ASS pastes
pipe (PIP)
PVC
Din, mia aw m�erarxe
APS pnr=- rannq
j
I
OL=K a Owne er
rn4,t�
ppti
ARmria!
{
wsb
_ Sownnncs I
1mnnw
size
112DSDFi
j
!a»
��n�,�
°�
D. Ma= arm Min
J
12772
12201
2t ] 6
2] ] 2 12] 10 I
nn�
I
ry,r
1378
j
72t0
4
51
so
0.081
+o.CM
4.130
O.Dw
o.a50
$-
41
100
so
AM
+42D
so
32.5
125
100
s0
.127
+ o2D
too
80
2e
160
125
100 so
+ A20
125
1DO
so
.159
1
s
51
So
12D
+=
8.140
.011
A50
fi
41
100
eD
.150
+.a20
so
=
125
100
so
.189
+ 1=
100
8o
;t
26
160
125
100 so
23$
-+A28
125
too
so
6
51
so
.150
+ A20
a.160
M15
.0M
4]
100
s0
.199
+ AZ4
so
125
100
80
.251
+ A31
100
do
25
160
125
100 OD
314
+ A38
1Z=
100
so
,
10
51
8o
200
+ A24
102M
A 15
.075
w
41
too
so
249
+.=
so
325
125
100
w
.314
+A38
-100
80
28
160
125
100 s0
392
+ 197
125
300
s0
t
12
51
80
- -
240
+ A s
1Z240
.015
075
_
41
100
so
299
+.CW
8o
32S
125
100
OD
377
+ JXS
100
80
s
26
t60
125
100 80
471
+1.5` 8
1Z5
100
8o
1
#
14
51
80
280
+A34
142W
A21
M
41
100
O0
348
+ A42
s0
_
{
325
125
100
80
.439
+AM
100
80
28
16D
125
100 80
54a
+-M
125
100
so _
15
51
8a
300
+ A38
15300
A23
.075
'
41
100
80
373
+ A45
8o
}
t
32_5
125
100
80
A71
+ A57
100
s0
26
16D
125
100 80
° 8
+ A71
1Z5
100
So
16
51
8o
314
+ A38
16314
.024
M
41
100
80
.390
+ A47
so
325
125
100
80
.492
+ .M9
100
so
25
180
125
100 80
.615
+ A74
125
100
8o
18
5]
s0
367
+ A+4
18367
AZ7
Aw
41
100
w
.4S8
+ 327
80
32_5
125
100
80
375
+ -M
100
80
21
51
80
A=
*.M
21 AM
A33
.100
41
100
8o
.5m
+ A$
8o
325
125
100
8o
im
+ A81
100
so
24
51
8o
Aw
+-058
24AM
038
_125
41
100
80
AM
4.109
s0
32.5
125
too
80
.7m
+ -M
100
so
27
51
8o
548
+ _D56
27—W
.047
.125
41
100
8o
A=
+ .19
8o
32.5
12S
too
8o
Aw
--703
100
8o
SCS, January 1989

1
Irrigation Water Canve,.ance
430-DD-9
Table 3.-PVC
and ASS themxxro a� pipe (SO-PRj-- pS)
(PVC
-AS
M-0--22t1
}
(A95-,45
si lam-228Zi
PVC pra=une =ng
l
_irime+is+on one IDisrsnca_ . E
ASS J)mssurs +Un9
Nommai
rao"'r
I OLr--iae diameter
rorl}
p1pe
Mamrmt
I wall trttt; uwm
= 7olerarce f
Mmenel
+Jf29
1
Mia
'Fplerame
AresaQs
Arg O D. M= end Min
1
rr)
5DR
Tao
2116
2172
2T10
rhi
! pn
rri
as nni
1316
2112 7210
1208
'A
17
O.D60
+0.02D
0.804 0.004 0.008
200
160 125
1D0
r
13Z
315
250
2DO
160
062
+ -020
-008
25D
200 160
I25
°A
21
200
160
125
1 DO
.M
+ 020
1.050 D04 .015
180 _
125 100
80
17
250
2DO
160
125
D52
+ 020
.010
2fl0
ISO 125
100
13 5
315
250
200
ISO
zm
+MO
M10
25a
200 160
125
1
25
160
125
100
80
.D60
+ -020
1.315 .005 .015
175
1DO 80
21
2DO
160
125
100
M
+ .am
.015
160
125 1 DO
80
17
250
200
160
125
JM
+.020
.010
2DO
160 125
100
-125
'315
250
200
160
:097
+.020
010
250
2DO 160
125
1 TA
32S
125
100
80
Dw
+ .020
1.660 .1155 .015
100
80
25
2
ISO
200
125
100
80
.064
+.MM
.D15
125
100 80
00
8a
160
t25
700
17
250
200
160
125
135
315
250
2DO
16D
1'A
32.5
125
100
80
26
160
125
100
80
21
200
160
_125
100
17
250
200
160
125
135
315
250
200
160
2
32.5
125
1 DO
80
{
25
160
125
100
SD
-
21
2DO
160
125
100
17
250
2DO
160
125
135
315
250
200
160
2;4
32.5
125
100
80
25
160
125
1 DO
8O
(
21
200
160
125
100
17
250
200
160
12550
13-5'
315
2
200
I SD
F
3
32 5
125
100
60
25
ISO
125
100
80
21
200
160
125
100
17
250
200
160
125
13.5
315
250
200
160
3'A
41
100
80
32-S
125
100
80
25
160
125
100
80
21
200
160
125
100
,.
17
250
200
160
125
13.5
315
250
2DO
160
4
Al
100
6Q
32.5
125
100
80
25
160
125
100
60
3
21
200
ISO
125
100
17
250
200
ISO
125
13.E
315
250
200
ISO
.079
+ _020
w .$
l6D
125
1
.098
+.020
.012
200
160
125
100
.123
+.020
.012
250
200
160
125
.060
+.020 i90D
.DO6
-030
100
80
XM
+ .020
-030
125
100
80
.ON
+.020
MO
160
725
100
8a
.112
+.0'20
.012
200
ISO
125
100
.141
+ MM
.012
250
20D
160
125
bw
+ MD 2.375
JIM
-03D
I DD
80
AM
+ A=
-030
12
100
$D
.713
+ J=
.030
163
125
100
80
.140
♦ -020
.012
20D
160
125
100
.170
+.021
X12
250
200
160
125
MM
* J= 2.M
AO7
.030
1 DO
80
.110
+ .020
.030
12
100
80
AV
+.020
MO
760
125
100
80
.1fi9
+-020
.015
200
16O
125
100
213
+ -02S
DIS
250
200
160
7Z5
.108
+ .020 350D
-008
03D
.135
+ _C20
030
125
100
80
.167
+ .020
030
160
125
1 D0
6O
'M
+ =5
_015
200
160
125
100
.259
+M1
.015
250
2DO
160
125
A96
+ .020 4.000
JIM
-050
.123
+ JMD
.050
.154
+ A20
.050
125
1 DO
8D
.190
+ .023
.Ow
16O
125
100
ed
235
+-M
.015
200
160
125
100
.296
+ MM
.015
250
2DO
160
125
.110
+ A= 4-sm
.D09
_M
.138
+ -=
.050
_173
+ -021
.050
-,Zs,
100
80
214
+.028
.050
1G.7
125
100
BO
2555
+ .032
.015
200
160
125
100
7..3'
+•D40
.015
250
200
16O
125
SCS, .-a:,uarv- 1989

430-DD-10
Irrigation Water
Conveyance"
Table 3.-P'VC and
ABS therrnapiabc pipe (SDA-PR)-.{IPS}-.ti crtunued
ftnw-M-0
'
(PVC -AS M-0-2241)
PVC pmasum ring
OirC+errstDn arts ro+e+•arKa
A13S pre=re rWrtg
Nominal
ra"''t
I
Osrs:ce eiarr+ater
r�l
pipe
Malmo
I Wall MK=nan
t Tciat3rra
Mmenw
3=
11
',Ain
aM96
ean
Avg. OD. MaaM Min
at
SZ)R
1220
2116
2112 2110
(
I++1IYrI
1318
2112
7210
1208
5
41
100
8O
.138
+.024 5.553
_010 Ow
32 S
125
100 80
.171
+ A21
-wo
28
ISO
125 100 8D
214
t.027
sw
125
100
BO
21
200
160 125 100
M
+.032
050
160
125
100
80
i
17
250
20O 160 125
_z7
+ Or9
.030
200
160
125
100
t
13.5
315
250 200 160
.412
+.049
i0
250
2DO
160
125
6
Al
100
80
.162
+ C20 Ms
.011 .OSO
3Z5
125
100 BO
.204
+.624
.050
28
16O
125 100 60
2=5
+.031
.050
125
100
8O
21
2DO
160 125 1O0
218
+=a
.050
160
125
100
80
17
250
200 160 125
.'..90
+.047
2DO
160
125
100
13.5
315
250 200 160
.491
+.D59
Ms
250
2D0
160
1Z5
8
41
100
80
210
+ = 8.6Z5
.015 .075
32.5
125
100 60
2'3
+.032
075
28
160
125 100 80
-=
+ AQ
.075
125
100
80
21
200
160 125 100
.410
+.D49
_075
16O
125
100
80
17
250
200 160 125
5O8
+A61
.045
&
10
41
100
60
2m
- + M1 10.750
.015 075
32.5
125
100 80
wit
+_040
.075
(
29
160
125 100 80
.413
+.MO
X75
125
100
80
21
200
160 125 100
.511
+.D81
_075
160
125
100
60
17
25O
200 160 125
_ =
+.078
.050
:
12
41
1 DO
80
.311 '
+ 037
12.750
.015
.M
325
125
100
OD
392
+.047
AM
`
25
160
125
100
80
.490
+ imp
m
125
100
60 63 _
21
200
160
125
100
.608
+
.D75
160
125
100 80
i
k
17
250
200
.160
12S
.750
+.El9O
.060
¢
16
41
100
80
.389
+.047
16.00
-019
.160
32 5
125
100
80
.4.92
+ .0fi9
.160
3
25
160
125
100
80
.815
+.074
.160
125
100
80
18
41
100
8O
.429
+A81
18.38
.019
_180
32.5
125
100
60
554
+-068
.180
29
160
125
100
80
-£92
+.083
.180
125
100
80
20
41
100
80
Aw
+.086
20.40
R23
2D0
=5
125
100
60
.615
+.074
200
1
29
160
125
100
80
.789
+.092
200
125
100
80
24
41
100
80
.585
+-082
24.00
.031
240
{
32.5
i25
100
80
.738
+AM
240
29
160
125
100
80
.923
+.111
.240
125
100
8D
A-1
1
SCS, JanuarI 1989

i
Z�
Irrigation Water Conveyance 430-DD-11
cki-sable 4.-fttrydVene pfasft pipe (SDR-PR)- 4.0. coff"led
e
Noffunal
Pnessum M"
te.r.)
Irmae dWmew
AEazerta!'
ape
33M
Toierar�
Tolaranca
s&ze
3;06
I
1
IWnimum
t
r r
m,
Safl
230e
zm
1404
rM
n,i n+r rhi
h
15
80
O.O60
Q.=
CA=
0.010
0.010
11.5
100
80
D60
020
-
9
125
100
80
im
920
7
16O
125
100
.Oe9
C20
53
200
180
125
.117
Ml
w
34
15
90
A60
.020
.924
-010
.015
11.5
100
80
zm
J=
125
100
BO
JM
320
7
160
125
100
.118
020
5.3
200
160
125
.155
.20
1
1
15
BO
.070
D2O
1.049
.010
J=
11.5
100
80
491
A=
9
125
100
80
.117
020
7
16O
125
100
.150
.020
a
5.3
200
160
125
.198
.024
15
e0
_
Q42
Q20
1350
.010
02O
`
11.5
100
80
.120
Q20
9
125
100
80
.153
J=
7
180
125
100
iS7
M4
5.3
2W
160
125
250
391
IIA
is
so
iCr7
.020
1.810
.015
�0
11.5
100
8o
.140
J=
9
125
100
w
.179
.020
7
16O
125
100
S30
028
53
2OO
15O
125
304
D38
2
15
e0
138
020
2.067
.015
.020
11.5
100
eQ
.180
322
`
9
125
100
80
230
�2e
7
160
125
100
295
IMS
F
5.3
200
160
125
390
JA7
21.4
15
e0
.165
020
2 s64
.015
O25
11.5
100
80
215
025
a
a
3
15
80
=5
im
3.068
.015
.030
-
11.5
100
80
267
M2
4
15
80
2w
.032
4.025
.015
.MS
11.5
100
$o
zm
.DQ
T
i
8
15
80
048
6.065
L•20
.035
- -
11.5
100
80
.ACA
.5V
.063
f£
'Fmw re "m� v_ 16X ar son's.. s17.0. a.0. ,nq tao
r+e er+ m eaa.e
wd rv+P m rrs sm.--,AL ma m. arc ,w
a
_
4
Y
T
k
t
t
SCS, January 1989

430-DD-12 Irrigation Water Conveyance
Table 5.--Poipetrj1erte plasti pips (SOA-F%-Q0. =mmifed OPS) -
(P5-tiS�-�-.;r�51
Nominal
pipe
sirs
/keJ
SDR
Preswim rtdeg
MOO$
vow vucim se
Outide diameter
l t�
33D8
3408
23DS
2305
1404
Tolerance
lvtituJnura +
Ml MJ
Arl
To Iwo
+
M! ft
yi
17
8D
0.062
O.Om
D.BW
0.004
0.004
13Z
100
80
J=
J=
11
123
100
BO
ffm
020
17
BO
A62
.020
Um
.004
.004
13.5
100
00
on
.02D
11
125
1D0
80
-095
.021
1
17
8o
A77
A2D
1.315
jocks
.005
13-5
100
"80
.D97
A20
11
125
100
90
.119
=9
1'A
17
8o
ON
020
1AM
A05
A05
13.5
100
So
.123
.020
11
125
100
So
.151
.M
a
-
1'A
17
so
.112
A20
1..900
A06
im
13.5
100
SO
.141
020
'11
125
100
60
.173
.0Y9
2
17
6o
.140
.020
2375
.005
.DOB
_
134
100
w
.176
.021
11
125
100
80
.215
A28
3
17
$o
2w
A25
2.5m
A08
.008
13.5
100
so
-M
A31
11
125
100
80
.318
im
4
17
SO
254
A32
4-SM
AC9
A09
13.5
100
Bo
333
A40
11
125 100 8o
ACS
DQ
17
8o
.390
A47 6.625 .011 .011
13Z
100 Bo
.491
.D59
11
125 100 90
.602
-M
?r msura PE 3&OL --w W R's as 11. 13.i 17. am 21 re nw =.xp.c+. a+we■ roves Wrl " 1w 121 I= am el
SCS, January 1989

- _ "t
- .k
11' .-..S.rs �'^.Y.:i:`bfaa _rri.�ii�lw�aiw�'rfSi�Y =_ _ _ _ __ _
"..�...a.. tirw....�.
- _ _' r....
F
..-
- � Fdr•
It•ri3ation Water Conveyance 430- D-13
Table 6a.-Water pre!mure
raling3
for schedules AO and 80 unthreaded pfastic pipe: potyvirtyf Wdaride
iPVC-AZ-.V-,-o--i71'~ 5=ecuie 4.0 via 80 Peel
A"ra(;e
wonum aressum ranna Me-1)
lvarmna!
in=e
PVC
PVC PVC
I PVC
s
diameter
1120
2116 2112
2110
rini
(imp1220
i
{
SOL .a sm ao
sec 40
SOL 0
Sep 40 SQL o sm a SWL go SQL .o
sac so
+h
0.5= 0.546
600
850
480 680 370 S30 300
4A
.324 .742
480
690
MO r=0 300 Am 240
340
1
1.049 .957
A-W
{C30
360 Si30 280 390 220
32O
11/0
1.380 1Z78
370
S=
290 AM Z30 320 ISO
260
I •A
1.610 1.SOO
MO
470
250 380 210 290 170
240
2
2.057
1 M9
Z90
400
220
32O
170
Z50
I40
2O0
r
2Ar
2-469
2-=
300
AM
240
340
190
250
ISO
210
3
loss
2 9O0
250
370
270
300
t60
230
130
190
31h
3-548
3.364
240
3w
190
2S0
150
220
120
170
4
4.028
3.825
220
320
ISO
260
140
200
110
ISO
5
S.047
4.813
190
25a0
ISO
220
I23
ISO
100
140
s
COSS
S.761
-180
23O
I40
22O
110
170
90
740
8
7.981
7-SZ5
160
2si'3
120
270
100
ISO
80
120
k
10
10.020
9.564
140
230
110
190
9O
ISO
120
12
11.9-ja
11.376
130
Z30
I10
I80
80
140
110
c
L'
Table 6b.-'Hater pressure
r tirgs for sc!ieduies 40 and 80 unthreaded pfes:ic pipe: acryionitriie-butadiene-siyrene
g
i
(AES--AS'i?rl-'1-lEr S=Wine 40 ar:d 80 P4001
t
AveMgq
Wornrc ^rexue
a>s+�t
#
Hamirrat
�tside
size
diameter
ABS
APS
ASS
- AeS
rnf
rm
1316
2112
1210
1208
Sep d0
3.= 40
Svc .O
SQL 0
Set 40
SaL So
sm 40
sm 40
SQL 40
Sat so
`h
O.SM
OS46
4w
680
370
S;0
300
420
240
340
3r.
.224
.742
^9O
550
300
4w
240
340
190
260
1
I.0r.9
.957
360
S00
28O
290
220
320
ISO
250
1;%
I MO
1-78
290
420
230
ISO
250
ISO
210
11h
1,510
1-am
250
380
210
2-00
17 0
240
130
ISO
2
2.067
1.939
220
310
170
25O
14O
200
110
150
21A
2-469
2.323
2Q
340
190
Z70
ISO
210
12O
170
3
3-068
Zsw
210
300
160
2:O
130
ISO
100
ISO
31A
3ZAS
3w64
190
230
15O
=0
120
170
90
140
4
4-MS
3.826
ISO
250
I4O
2M
110
160
90
13O
5
S-OA7
a.813
160
=0
12O
180
100
i 4n
80
12O
6
6.OBa
5"7e1
140
220 ,
110
1i0
9O
14O
110
8
7.981
7.S24-
121)
200
100
1SO
60
120
100
10
10.020
9.564
IV
190
90
ISO
120
90
12
11.93$
11.1-75
110
ISO
so
I4a
110
90
1
SCS, januarl 1989

Y
430-DD-14 Irrigation Water Conveyance_
Y
Table 6c.--Water pressure ratings for sct%e ulez 40
and 80 unthreaded plastic pipe: pofyeulyiene
J Sctieoule `0 Pipe? I
fPS-A5-tM-0-2447 Sctieauie 40 ane V Poet
wanting pre=ure rating
wcnung Pre=Ure rating
Average P=_ P=_ PE
P8 PE
PE
i
Nominal
inaiae 2306 23t1.5 1404
2306 2305
1404
size
diameter 3305
33t16
f
ri.,
an 3406
34t16
Set. 40 S t So Sc1 60 SCL 40 SM 40
SCTL a0 SOL So sm 40
sm so L= W
sffL w
0.622 0.546 190 15O 120
188 257 tag
212 119
170
i
/.
.824 .742 15O 120 100
152 217 120
17Z 96
137
1
1.w .957 140 110 90
142 199 113
15a 9O
126
1'/A
1.380 1278 120 90
116 164 92
130
104
1'A
1.610 1-500 100 80
104 148 83
118
94
2
2.067 1-929 90
67 1Z7
101
81
214
2.469 2-323 100 so
96 134
106
8s
3
3.068 Z.900 so
83 118
94
'
314
3.548 3.364
109
a6
4
4.025 3.826
102
81
5
5.047 4.813
91
„
6
6.065 5.761
E6
.
NCT-c A Or ACT3w- Z-104 SCP.M w aw Am MaMc ai .se. =s w o�Q . w °---
eaa�s � � ASl�ri -- o-a+ an aavc on ouaiu C�r..aar rnereof.
Table 7.-Polyethylene and pctyviny( chforide plastic tubing
"
Insade
diameter a»
1
(PE-ASTM-4:[-2737i f
(PVC AS M-0-27c0)
1
P=_ 2306 PE 2305 PVC 1120
PVC 2116 PVC 2112
PVC 2110
Pressure
Nominal
Outside 3306 1220
rating
tart
size
diamew 3406
tint
rnt 3408
'A
O.6Z5 0.487 0.453 0.501
0.501 0.501
0.501
150
.750 .584 .544
160
°i4
.875 .681 .625 .751
.751 .751
.745
160
i
1
1.125 -975 .817 1.t1Q1
1.001 .993
.953
160
11/.
1 Z7 1.059 .959 1251
1245 1213
1.171
150
k
1'A
1-625 1.253 7.159
160
2
Z_ 125 1 _FeS3 1..43
160
U
Table B.--r'-ressure rating factors for PVC and PIE pipe for
water at elevated temperatures
Temaeramre
PVC la=or
PP tacar
ap F
73.4
i.00
1.00
8o
.88
-92
90
.75
Al
100
.62
.70
lit]
.50
-
129
.40
-
130
.30
-
140
,22
7,4 a'C F, nnebw norm an:a =M ay no Waal 4cm
SCS, January 1989

C
AREA TO BE SEEDED:
SEEDING SPECIFICATIONS
----------------------
1.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER I TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
12.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER I TO MARCH 30
LBS.
APPLY THE FOLLOWING:
`1500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
- 3.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1 150.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
e

t
I
(2a
United States Natural NC-CPA-17
Department of Resources REV. 1, 2-96
Agriculture Conservation
Service
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL ENFO%NIATION
NAME I E D Wt<s-r
tt, Q WIL.L(dMS LAVE rGOAD
f' DS E IIDW O ur' Z.B 30?
TELEPHONE 910- 5&7 - 0631
DATA
LOCATION O pF SR y4414Q A C i' 05s
FPQr1 Sri 140
SIZE OPERATION 1000 f Ect)Ef I> Fw is
i)tjQ a F6,,,% a urj --o SZ - 377
DISTANCE FROM NT-AREST RESIDENCE NOT OWNED BY PRODUCER 165'0 FT. �-'
DISTANCE FROM NEAREST PUBLIC FACa= (school, church, etc_) 7 SOD + Fr. Y
IS SITE WTPHLN 100-YFAR FLOOD PLAr,11 (NpuS E S 4 MEW 1JI(a0p tzi) YES _ __ NO
If yes, MRCS cannot provide assistance,
IS S1TE AT LEAST 100 Fr. FROM A "BLUE LLNE" PEREN`'IAL STREAM?
If no, site must be relocated
YES NO .Zee
IS SITE RTTBLN 1 MILE ZONI1r'G JURISDICTION OF A MUNICIPALITY? YES _ NO
If yes, landowner should consult with local zoning board about required
permits. Permits must be obtained prior to design approval.
ARE UTIM-1TIE5INCONSTRUCTION AREA? (Du"rtCtj-> ?0Wt-Q LJOES) YES T NO —
If yes, see Part 503 of the National En&eering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site
evaluation.) "
w'ETLAYDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON CROPLAND? YES NO T
If yes, producer must complete Form \'RCS-CPA-38 (Request for Certified
Wetland Determination/Delineation} /
WII..L. ACTION RESULT IN SWX%1PBL'S RNG? YES NO V
IF WETLANDS ARE INVOLVED, IT IS THE RIrSPONSIBMM OF THE PRODUCER TO CONTACT THE US AF-mY CORP OF
ENGLNTEERS AND THE DIVISION OF E%; IRO\%1ENTAL %iANAGEMENT TO DETER.ML\t ff PER..Mrrs ARE REQUTRED.
IF IXTTL.ANDS ARE NVOLVED, THE PRODUCER SHOULD NOT CLEAR ANTY LAND LjN` TL A WETLILND DELINEATION
IS MADE.
NRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
inclusions less than one acre in size, MRCS will provide assistance only if the fuoctions and values lost are fully
mitigated_ For natural wetlands greater than one acre in size, MRCS will provide assistance only after a
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigation is
carried out in tbat order of preference. _ _ __
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED v1'1 i H PRODUCER: t I
• PREDO%M ANT WLND DIRECTION? YES �l/I NO
• PRECHARGING LAGOON UTTH FRESH WATER TO AT LEAST 112 YES Y NO _
OF THE CAPACTTI'?
• USING GOOD SOUND JUDGME%T IN LLND APPLICATION YES � NO
OF WASTE?

F
NC-CPA-17
REV. 1, 2-96
Page 2
_ OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AN-DIORTHREATENEDSPECIES HABITAT PRESENT? YES NO
I
ea
i�
i
aTLL THE ACTION RESULT IN SODBUSTLNG?
If the answer to any of the above is yes, MRCS will not provide technical
assistance unless agency policy is followed.
WASTE NL3UNAGENIEI T
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY ALL WASTE YES � NO _
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED rNFREQUENTLY?
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND?
YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT O\ LAND YES � NO
ON WHICH TO APPLY WASTE?
(Attach Waste Utilization Plan to site evaluation.)
- VALID ONLY IF SOIL INVESTIGATION
SHEETATTACHED
IS SOIL SUITABLE FOR LAGOON7
IS A LL%ER REQUIRED?
TYPE OF LLN'ER TO BE USED:
IF CLAY LLNER IS TO BE USED, IS SUITABLE CLAY AVAILABLE ON
SITE?
IF CLAY IS NOT AVAILABLE ON SITE, DOES LANDOWNER HAVE
ACCESS TO CLAY?
IS A CORE TRENCH REQUIRED?
(Attach soil investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRESENT'?
(If yes, the must be removed or plugged)
s/lg19lo
YES NO r
YES Y_/ NO
CLAY _%/ BEITONTfE SYNTHETIC
YES V/ NO
YES ` NO
YES NO V
YES No ✓
SITE APPROVED YES_/L NO� CONDITIONALS
COIv9-fENTS ExI S it L) F O PCZA7(00 5 iTE W vL75 iGkVD
V*,e,7I= rlAwALE ME-rr SYSTF;n IS roc tyr, 0?rre-4zoT1L 0j 'lleIII&
3n PISZ7 .09DO Cn-A1F+C6MQ-
THIS SITE INVESTIGATION IS VALID FOR TWELVE \IO>vTHS FROM THE DATE SHOWN BELOW. IF CONSTRUCTION
HAS NOT BEEN STARTED WTTHINI TWELVE 1401yi7iS, A NEW SITE INl ESTIGATIO\ WILL BE REQUIRED.1�
SIGNATURE
DATE !! Iy G
11 Changes in t,`te local or state law or changes in the standard could require a nevv site investigation.
L
rrrrrrr
Rol
SEAL `
• 20149
%�'.. Nt..�O
�, �� �►�� it �y qlo

INSTRUCTIONS
All dams built with technical assistance from the Soil Conservation Service
must have a hazard classification assigned by the person responsible for
approving the design. Most farm ponds, except in borderline cases, can
be classified after a complete field investigation without assuming failure
and making breach studies. This data sheet is to be used for recording
the information obtained through field studies and for documenting the-
hazard classification. Where there is a possibility for loss of life or
major -property damage from a dam failure, an approved breach routing
procedure is to be used. -(Consult with the area engineer.)
Hazard classifications of dams are made by evaluating the possibility
for loss of life and the extent of damage that would result if the dam
should suddenly breach --that is --a section of the dam be suddenly and
--completely washed out. It is to be assumed that a wall of water will be
released equal to the height of the dam. This flood wave will be reduced
in height as it moves down the flood plain. The wave height (depth of
flooding) should be evaluated for a sufficient distance downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes, buildings, roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and
openess of the flood plain; however, in a narrow steep valley slopes
steeper than 1:0% should be given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be any questions about the hazard classification for a dam,
the area engineer should be consulted before making design commitments.
F
i � I
- - ti ti •�)

C:
U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner_.- TE-D WL:�!T- County SAe1p150N' _
Community or Group No'. Conservation Plan No.
Estimated Depth of Water to Top of Dam IZ•7 Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation qIL2911g&
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land'Us'e Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
Y
2 .
3 .
s Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach NONF - LAGDO►J is WCATn A9F@aw747-ELY 6P0'--)QQ'
a s F CABS 2 75kJ r'►1P Czgss Sw APJr�'70r MA i E LY 3000'
A5DVE 5� IySS.
Hazard Classification of Dam 0 b, c) (see NEM-Part 520.21)
WASTE TjzcK7, EwT t4kficA&.7
Om Classification (I, II, II, IV, V)
By l .P
name
Concurred By
t75wC Erb iu�
title ,
Z
s
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as n
CARo `'% .,,,.....,,. z4.y Date Z9 9!v
� ,%
9:
SEAL
20149 z
VINE
`z, : Da to
ch'RJS
I'ded.

. . . . . . . . . . . §4
USGS l?igp t; gc)sECT 1BZ3.77 i 32
79 Hal
�+ !4 iQr
+1 -Cerra ' 1
Cem_
n r x" 3694
it
ti4
:..ems' ^�� � -! fII� p
r % r� - t n q�^. _ Cem:. : L
25
47)
14
93
4.
A1164.ry,r� .
.d
CID
bdk
•,Cem` i '.42
low �1
Y ►♦ ``"`
T r 1 kF 1- - old ffi�] i. fcyr
�. s• Y _ -� o •`f T'- Iv69 + _�.. - -- \ (' Ch Gem'3
' 1�it ir
/5 '�+Ikrn � � �' 1 j � ��`� J `+�'� � J •r R%� IISS - - �_� I - T J.`O
ge "� j �— ;tor• _
Cem
`J 1571/�/'/�L\'1'�
S 32'30' SALEMBURG rtf ML /25 • ,w]eR.oR—ceo�oelc.� �uRVCY, RCGTOw, VIRc.wl�—.�]] 35'07'3C
#
27=0-
ROAD
CLASSIFICATION
1 v,�f
y9,
i
Primary highway,
Li ht•dut road, hard or
9 y
7333 FEEI
Z
hard surface ._._,
s�-
improved surface —
:xILOMET9E
I 1
Secondary highway,
hard surface
Unimproved road
t'
interstate Route
US, Route State Route
os
auxp4AHc.LE LOCATIONMINGO,
N. C. orr210
_5
•092
t
,����
N3507.5—W783017.5
Y RErJL1EST
4
\��
1974

.3J
SCS-ENG-SM U. S. DEPARTMENT OF AGRICULTURE
Rs.. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
._
DATE 9lip COUNTY.sM •.
a • SHEET No.•
CFLOPLkND—ACRF.S
WOODLAND —ACRES TOTAL*--- —ACRES: Ho OL 14M Pj
OF r•a • •• • SHOWING WHERE BORINGS, WERE MADEi
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-S.D.A. - 5744 SCS-CPA-026
'11 ConservaliDn Service WESTTD +u"ne 911
HIGHLY ERODIBLE LAND AND WETLAND
CONSERVATION DETERMINATION
l
1. NaMC and AWress & Person 2. Date of Request
TED D WEST JR 3/7/94
RT 2 BOX 335
ROSEBORD, NC 28382 3. County
SAMPSON
of USDA Agency or Person. Requesting Determination ASCS ;5. Farm No. and Tract No, 11815 T 1973
SECTION I - HIGHLY ERODir3L E LAND
is soil survey now available for makino a highly erodbie tans determination? Ye No ED
FIELD NO.(s)
TOTAL ACRES
Ore there highiv erodible soil maD units on this faun? Yes 0 Nc
_rsl highly erodible fields that- acccrding to ASCS records, were used to produce an a�riZ-jlturaf commodity, in any
;cop year during 19B1-1985.
-List highly erodible fields that have been or will be convened for the production of aorr-.Rural commodities and,
according to ASCS records. were not used for this purpose in any crop year during 19E1-1985; and were not
^nrolled in a USDA set -aside or diversion program.
This Hiohlv =_rod;ble Land determination was co nDleted in the: Ohl :e ::Feld ED
SECTION 11 - WETLALMD
FIELD NO.ls)
TOTAL AGRES
'- -
Are there hydric soils on this farm? Yes No iJ•
4 Wetiands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetiands Pasture (FWPJ.
Wetlands may b4- farmed under natural conditions. Fainted Wetlands and Farmed Wetiands Pasture may be
`5 farmed and maintained in the same manner as they were prior to December 23, 19E:, as long as they are not
T V
!
3 1 "
V
abandoned.
i-.
.' Prior Convened Cropland (PC). Wetlands that were converted prior to December 23. 1985. The use, management
fa -drainage. and alteration o' prior convened cropland (PC) are not subject to the wedanC conservation provisions uriless
the area reverts to wetland as a result of abandonmenL
Artificial Wetlands (AW). Artificial wetlands includes irigatfon-indu,^.ed wetlands. These wetlands are not subject
to the wetland conservation provisions.
Minimal E"ect Wetlands (MM. These wetlands are to be fainted according to the minimal -effete agreement signed
at the time the minimal -effect determination was made.
ition Wetlands (MI W). Wetiands on which a person is actively mitigating a frequently cropped area or a wetland
'r erred between December 23, 1985 and November 28. 1 M.
z
Restoration with Violation (RVW-year). A restored wettand that was in violation as a result of conversion after
'JDvember 28, 199t}. or the planting of an agricuttural commodity or forage crop.
¢ Restoration without Violation (RSW). A restored wetland converted between Deoemoer 23, 1985 and
November 28. 1990. on which an agrcultwal commodity has not been planed.
'C Replzcement Wetlands (RPW). Wetands which are convened for purposes other than to increase production,
vhere the we' land values are being replaced at a second site.
300d Faith Wetlands (GFW-year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
onvened Wetiands (CWj. Wetlands conversed after December 23, 1985 and prior tD November 28. 1990, In any
'ear that an agricultural commodity is planted on these Convened Wetlands.
will oe ineligible for USDA benefitsIr
,you
..onvened Weriand (CW�year). Wetiands converted after November 28, 1990. You will be ineligible for USDA
grogram benefits until this.wetland is restored.
Cgnverted Wetland Non -Agricultural use fCWNA). Wetlands that are convened for trees, fish produa ion, shrubs,
-ranbemes, vineyards or building and road construction. i
��.
Convened Wetland Technical =rror fCWTE). Wetiands that were convened as a rest" of incorrect determination
-he planned alteration measures on wetlands in fields are considered maintenance and are in compliance
t -vith FSA. j
-he planned alteration measures on wetlands in fields I are not considered to be maintenance and it
t- ,sta[]ed will cause the area to became a Convened Wetla d (CW), See iterr.,22 for irrormation on CW+vear.
% he wetland determination was completed in the office field 7 and was deliveredi maile tg the person on
's
remarks.
Qn I akkG, n1U_kkJ V- *tc S P,1 a i-x/4a Vtv- *J
; char rhr aFioer drtrrmrnarron is rarrerr and adequate for use in deierrnining r 3(i. Sigrature of SCS DislfiCt Conservation
rrniiin• fur LrSf)A ProRranF hrnrfits, and that M-ertand hydraiogr, hedrir soils. and
.diophytir rrtemrion under normal rircumstnnrej errisi on all arras outlinrd as �0�
a/2 jut••rlandr. Fnrmrd tt'rviardsand Formed Worland% Pasrurr 6 i a
-larux and programs of the Soil conser'vst/on service ovailank without regard to race, rek Lion, caor, se:, ape, or handicap.
t:
31. Date
_gIIJ 4

tDA-SOIL CONSERVATION SERVICE UNITED STA'I
i)3-D EAST ROWAN ROAD DEPARTMENT OF `\
MINTON, NORTH CAROLINA 26328 AGRICULTURE
.: ILMNE [phone]
-----------------------------------------------------------------------------
TED D WEST JR
.T 2 BOX 335
VSESORO, NC -.28382
](EAR MR WEST:
laease find attached Form SCS-CPA-026 for the tracts you reported to ASCS when
bu completed a Highly Erodible Land and Wetland Conservation Certification.
Tetland determination may be incomplete in wooded areas and unnumbered fields.
fore clearing, draining or altering these areas for any use, contact ASCS and
,omplete a new Form AD-1026. Failure to do so could result in loss of
l igibility for USDA benefits for all the land you farm. Each field has a
symbol on it which represents its classification. The following symbols apply
..b your farm:
Wetlands --clearing, draining or altering these areas to make possible
the planting of a commodity crop will result in wetland conversion
which would make you ineligible for most USDA programs.
W - inclusions --these soils are predominantly non-hydric but may have
inclusions of hydric soils. If you plan to clear in these areas
please call the SCS office at 592-7963 to request a field
determination. It may be necessary for you to provide cleared right-
of-ways in order to flag wet areas.
PC - Prior Converted Wetlands --can be cropped and are not affected
by the wetland conservation provisions as long as the field is
not abandoned (not cropped for 5 successive years).
CW - Converted Wetlands --areas of hydric soils that do not have a
cropping history between 1981-1985 and/or were converted since
December 23, 1985. Growing annually planted crops on this land
will result in a loss of USDA program benefits. If this land was
cropped between 1981-1985, you must establish a crop history
s with ASCS to remain eligible for USDA program benefits.
SCWNA - Converted Wetland--Non-Agricultural Use -Wetlands converted after
Nov. 28, 1990 for non-agricultural purposes. These tracts will be
` reviewed annually and will lose their exemption if the non-
agricultural activity fails or land becomes idle.
r NW - Not Wetland --areas that do not contain wetland.
N - Not Wetland --or-- Highly Erodible
have made every effort to make this determination as fair as possible, but
-you feel the determination is incorrect, you have the right to appeal. The
peal must be in writing and must state the reasons why you believe your
'.ields have been incorrectly determined. The appeal must be made within 15
lays of receipt of this determination.
5 _ncer ely,
HowardlL. Hobson
District Conservationist
= ichments
ASCS
e
w I

-AD-1026 UNrrED STATES DEPARTMENT OF AGRICULTURE Form Approved - OMB Na. OM
HIGHLY ERODIBLE LAND CONSERVATION (HELC) AND WETLAND
CONS�R­VA-nbk(WC) CERTIFICATION
I'.- Name of Produc'e-r­
2. Identification Number
3. Crop Yiar
:,597. E7
'­L' — - . .:*"" . - _-, .1 - - ' ' " " *' ' ��­­ -,
4. D6 the-ittached AD:1026A(s)- list all yodi 9 interests by county, and show current
YES
NO
SCS detrrmitsations? lf;Nos. correct your Counjy ASCS Office before completing this form.
S. Are you now.app!ying for, or do you have a FmHA insured or guaranteed loan?
16. Do you have a amp imurance contract issued oa. m4asurpd.by the Federal CropInsurance
Corporation?
Are- you a landlord on -any farm listed on AD- 1026A that will not be in compliance with
-7.--
MIX aril WC provisions?
S.--Has-a HEW— exemption -been -approved on any -farms listed on -AD- 1026A- because the -
landlord refuses to comply?
9 List here or attach a list of affiliated persons with farming interests See reverse for an
expLanadon. Enter "None ",if applicable."h"YES", 7 or 8 are answered S", circle the applicable farm number on AD- 1 026A.
During either the crop year entered In Item 3 above, or the term of a requested USdA loan
10. Will you plant orproduce .an agricultural commodity on land for which a highly erodible
YES
No
land determination X n made?
11. Will you plant or produce an agricultural commodity on any land that is or was a iWei—taf-ei—
on which planting was made possible by draining, dredging, filling, or leveling or any other.:
7i-
mearts after December 23, 1985?
12. Will you, or have you since November 28, 1 *. made possible the planting of an
-
pasture, agricultural commodity, or other such crop by: (a) converting any wet areas by
draining, dredging, filling, leveling, or any other means, or, (b) improving, modifying, or
--- maintaining, an -existing drainage system"
13. Will you convert any wet areas for fish production, trees, vineyards, shrubs, building
constractiatu anotimcnon-agricultural-tW ?k13-*j �,j j; 7! ""--t 7 X
-YES" for any pule of these items, sign and date in item. 14 be!oJ
ff answ'em to -Circle the applicable tract
I. -,number on AD-1 026A, or list tract number in item:1 2 on AD-1 026&- ASCS wiH refer this AD-TO26
to SCS fora dik&mination. DO NOT sign in hem 16 Untff SCS determination Wj6brnplete.
"W for all of these hems or SCS determinations are complete, complete item 16.
I hereby certify &ovb&w wmaflon, and&I
* Information on aftchedAD-1026A's, Is true andconwf t6 the best of -my
14. Signature gf hl
Producer
jDale
'? ��� nee'dod feaw Sig of ASCS RaPrm
I SCS
' "-Ma determination is because
rnatry
'_'. .4. : I . _. "" _- 7:
'Yes" is -answered in item 10. 11, 12, or 43
7-
YOTE: Before signing in Item 16, Read AD-1026 Appen�ix.
jhW*bYcertify that the above k*vmt(ot; and -ft.inforraftlian onattached AD-1026A'a, lstrue and correct t0the beat 0fn7Y
knowledge and belief. If is my responsibility fop* a nvwAD-1026 In the event vwe are any changes In my farming
Opervtion(j). In signing this form, I also certify that I have received and will comply with the compliance requirements an
AD-1026Apperdix I
,4f- '4gnature of
Producer
a

s.
5. SRO➢UCER NAME d ADDRESS TELEPHONE
6, COUNTY OFFICE NAME b
ADDRESS
iLLE= ,L
ED 0 WEST JR
SAMPSON COUNTY ASCS
OFFICE
`�P.R
2 BOX 335
303A EAST ROWAN ST.
ROSES➢F.D, NC
283829543
CLINTON
NC 28326-4727
tt
7. Circle each tract
for which a 'YES' answer applies to the
tract for Items 10, 11, 12, Be
13
on AD-1026. (DP =
Operator, OW = Owner, DD = Owner -Operator).
FARM OP/ TRACT
CROPLAND OWNER
PHOTO/GRID -SCS
BETERKINATiONS-
NO OU/ 140
B.
9, 10.
11.
DD
HEL
027 A027
Wetland
-11815
OW 218
25.7 TED 0 WEST JR
B9/lA N
N N
11815 DW 1973
71.9 TED ➢ WEST JR
07/3C N
N N
11815 OW 1974
35.6 TED O WEST JR
E7/3B N
N N
You are recorded
as a tenant or sharecropper on the farm
numbers listed below.
Flease specify the
tracts that apply to you by completing
items (a) and (b),
a
a) Circle 'YES' or
'NO' is the 'FARMING INTEREST` column beside
each tract number below to
indicate whether you
have a
tarains interest
in the tract. The HELC and WC provisions
will apply to all land is which
yas have a
farmiag interest.
It any 'YES` answer is questions 10,11,12,or 13 on AD-1026 applies to your land listed below, circle
.he i;piicable tract in the 'Tract No' cslama.
i FARM TRACT FARMING CROPLAND OWNER
ND NO INTEREST
PHOTO/GRID
3669
ND -YES
27.6
ALERSE
L PETERSGN
HB/lA
3669
NO -YES
27.6
CONSTANCE L JACKSON
HB/lA
3669
NO -YES
27.6
EDELWEISS L BULLA
HB/1A
221
NO -YES
94.8
JINCY
A WILSON
B9/2B
5534
NO -YES
36.6
HENRY
VANN INC
BY J L
AUSTIN
68/2A
5565
NO -YES
140.0
HENRY
VANN INC
BY J L
AUSTIN
68/3A
5566
NO -YES
182.7
HENRY
VANN INC
BY J L
AUSTIN
H8/1A
5587
NO -YES
156.9
HENRY
VANN INC
BY J L
AUSTIN
H8/2C
5565
NO -YES
59.2
HENRY
VANN INC
BY J L
AUSTIN
113/2A
5589
NO -YES
57.3
HENRY
VAHN INC
BY J L
AUSTIN
J14/IB
55?0
NO -YES
2.3
HENRY
VANN INC
BY J L
AUSTIN
J11/1C
9117
NO -YES
.0
HENRY
VANN INC
BY J L
AUSTIN
F17/2C
911E
NO -YES
.0
HENRY
VANN INC
BY J L
AUSTIN
I17/3B
?. MULT-- E COUNTY W EREST;
t OTHER COUNTIES d STAJES
NONE
l
t
lA
(CONTROL COUNTY;SAMPSON' i NC)
-SCS OETERNINATIOkS-
B.
9.
10. 11.
HEL
027
A027 Wetlao4
N
N
N Y
N
N
N Y
N
N
N Y
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
H
N
N
C
t

--
fOperator:Ted West County: Sampson
Date:.
11/12/96
the site evaluation been completed & approved:
Yes
1.
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417
lbs. =
0 lbs
0 sows (farrow to feeder) x 522
lbs. -
0 lbs
1800 head (finishing only) x 135
lbs. --
243000-1bs
0 sows (farrow to wean) x 433
lbs. _
0 lbs
0 head (wean to feeder) x 30
lbs. W
0 lbs
e
Describe other
0 lbs
Total Average Live Weight =
243000�1bs
2.
f
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
r
Volume = 243000 cubic ft (includes
0 cu. ft.
add. treat. vol.)
.3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
x
Volume = 0.0 cubic feet
owe]�Ya��ia�L■JoYaRowlso
— NouE 10CWDEn AT THE 0kdQ6RS Z6-0c16ST.
SWb� Q,L, 3E (Zertovn A5 uECnSgF-Y. 5eE
OeCIA- 0A> * OAWfE�CG -PLA ).
Inside top length (feet)---------------------
9- 329.6
Inside top width (feet) ----------------------
W 167.5
Top of" dike elevation (feet)-----------------
118.00--p
AQZ� SuZFACE tfA.
Bottom of lagoon elevation (feet) ------------
105.30✓ _5eE
Cogs urnva
Freeboard (feet) -----------------------------
1.00 -
t LAwS, FoR- ACTUAL
Emergency spillway depth of flow(feet) - - - - - - -
0.00
D1MVVSJDW, L..-
Side slopes (inside lagoon)------=-----------
3.0 :
1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH
DEPTH
3.0 3.0 3.0 3.0 323.6
161.5
11.70
AREA OF TOP
LENGTH * WIDTH =
323.6 161.5 52261 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
253.4 91.3 23135 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
288.5 126.4 145866 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
52261 145866 23135 1.95
Total Designed Volume Available = 431462 CU. FT.

yl
'.5. TEMPORARY STORAGE REQUIRED '
DRAINAGE AREA:
Lagoon (top of dike)
V ( Length * Width ) + Surface area of connecting waste facility
329.6 167.5 0.0
55208.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
9
TOTAL DA 55208.0 square feet
Design temporary storage period to be 180 days.
t5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
i
5B.
='5D.
Volume = 243000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 443880 gals. or 59342.2 cubic feet
Volume of excess water
Volume = 1629.1 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 39204.0 cubic feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation - V13.3 inches
180 days rainfall = L-,"21.7 inches
Volume = 21.7 in * DA / 12 in. per ft. = 99834 cubic feet runoff
Volume = 13.3 in * lagoon DA/12 in./ft = 61189 cubic feet evap.
Volume = 38646 cubic feet
Volume of 25 year 24 hour storm ' ✓ 7.0 in.
Volume of "Heavy Rain" 0.0 in.
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 32205 cubic feet
Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A.
59342
cubic
feet
5B.
39204
cubic
feet
5C.
38646
cubic
feet
5D.
32205
cubic
feet
5E.
0
cubic
feet
TOTAL
169397
cubic
feet

r
7.
SUMMARY
Temporary storage period====================>
Rainfall during wettest period of storage===>
Evaporation during storage period==== =====>
25 year - 24 hour rainfall===========_======>
Heavy
Side
Inside top
Inside top
Emergency spillway elevation(if planned)====>
Top of dike elevation=========-=============>
Bottom of lagoon elevation==================>
Top of sludge elevation=====================>
Total required volume======-================>
Actual design volume==================-=====>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must be > or = to the SHWT elev.==========>
Must be > or = to min. req. treatment el.=>
Min. Required treatment volume==============>
Volume at stop pumping elevation============>
Start pumping
Must be at bottom of F.B. & 25 yr. rainfall
Act. vol. less 25 yr. and heavy rainfall====>
Volume at start pumping elevation=========_=>
Required volume to be pumped=======---======>
Actual volume planned to be pumped==========>
Min. --thickness of soil liner when required==>
DESIGNED BY: C APPROVED BY:
DATE: 1f11Y/Cl& DATE:
.0'� k CAR
�Z� ",''- /,tip
0"R 9
180-days
21. 7- inches
13.3-inches
7.0-inches
0.0-inches
1.00'feet
3.0-: 1
329.6- feet
167 .5- feet
117.00 feet
118.00-feet
F[zvr►
105.30-feet
VOUT
105.30 feet
412397 cu. ft. *
431462-cu. ft.--* (4SI) I'7L,)
112.50-feet
113.00'feet ✓
112 .50- feet
111.30'feet
243000-cu. ft.
244933 cu. ft. (V49,lzee)
116.30-feet
& heavy rain
399257-cu. ft.
395588 cu. ft. &gq)
137192 cu. ft.
150655 cu. ft. *.(150j3S7)
feet
� USF 1.9 Frei
PE1z 101n4L 06506).
CALC'uLAT00 .
S£AL
20149
c�.! NEEp¢Q��,.,.
•• HR1S
I���fflNffl Ny' 11'-L�iIY
��i/ v

i'
NCDEHNR
DIVISION OF SOIL & WATER
CONSERVATION
127 CARDINAL DRIVE, EXT
WILMINGTON, NC 28405
s
SOIL BORING DATA SHEET PROJECTS 182377
Ted West Operation SAMPSON COUNTY
SHEET 1 OF
PREPARED BY: JCF DATE: 9-3-96
CHECKED BY: C A LL,' DATE: fV 1 . %Y
Soil
Boring No.
Depth
(ft.)
SHWT
Depth (ft.)
Ground
Elevation
SHVVT
Elevation
I Bottom
Elevation
1
11 v
4 v
106.8 v
102.8 --
95.8 s/
2
12 v
4
105.0
101.0 -
93.0.,
3
11 /
5
104.8
99.8 v
93.8 v
4
10 r
5
110.2 v
105.2
100.2 v
5
12
5 i
114.0 v
109.0 v
102.0 •�
6
12 Y
6
119.0 ✓
113.0 r
107.0 ..,-
7
12 :-
5 r
115.3
110.3 —
103.3
x
TU GAT 5 F LEV FOW LA6000 j
] rJ i�IDc A�
s
tsT. Fawn L 10 7 = 145'
�- APPtZax. y5' Tv Uu3�DE IoE Dr S�opc
5 N EL U
e
x
E
1
4P
4
T
a
r
/13 - ysr �Z•� - �1Z. Z Ll
L5E 11 Z. S ( co�scwAIVE)

NCDEHN1,C SUBJECTI►��+-
DIVISION OF SOIL & WATER Pf rz IUEcS 5N i S ECH +C'AL. �� 711p
CONSERVATION PREPARED BY: C I`0 DATE: 11-1w-q&
127 CARDINAL DRIVE EXT.
CHECKED BY:
VAL MINGTON, NC 2"05
TE:
PROJECT f 1 S Z 3 7 7
5 A ry) F5ot,) Coutm
SHEET 1 OF Z
b e6ldo =
bA-EC If LAI
1
!- 7:
_�- z i ' iCUuc�v�vt _' I a�
'-_
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-- -

NCDEHNR
SUBJECT _
L �,J�►z l FtIC�lU�SS
�11y
DIVISION OF SOIL &WATER
1 cZ )J-(?C5
SUTC T C N
lCAI
' iF Qo PROJECT J 3Z 377_
CONSERVATION
PREPARED 9Y:
�� rbZ�
DATE:
i'1- 1�-SpmPsON couNTY
127 CARDINAL DRIVE M.
2
WILMINGTON, NC 2W5
CHECKED BY:
DATE:
SHEET OF
f I i ! I
»
---
I
o
ft6i a�c gc)oL��
X
col 5-�-0-v'3,L..S=L��-I �= �+��0-.�
_
tt i�i�j
3 i F
_
.1�.D Z 53 IF i:iA�
07
vs- -- ------ - - ._.. _-- -=-F-!'
' i
I
—— —
--
' I I I
I
j

f
User Name: NCDEHNR-DSWC Date: 09-16-96
t.Project: 182377 - Ted hest Time: 14:24:44
R FILENAME: d:\epwinl3\projects\1B2377\182377.DWG Page: 1
<c S I T E D E S I G N- VOLUME CALCULATIONS
PRISMOIDAL METHOD
ORIGINAL SURFACE Existing Ground
FINAL SURFACE Liner Bottom #2
CUT COMPACTION FACTOR 0.0 %
FILL COMPACTION FACTOR 0.0 %
RAW CUT VOLLRIE 12112.4 CT
T
RAW FILL VOLUME 8429.5 CT
v
c
�E iE+2tr) INE -1� Eq�. ASsurnmx 009) 5KZ(tj�h6e.

x
+' User Name: NCDENNR-DSNC
Date: 09-03-96
" Project: 182377 - Ted West
Time: 13:5B:47
FILENAME: d:\epwinl3\projects\l8237'7\i82377.DWG
Page: 1
- S I
T E D E S I G N- VOLUME CALCULATIONS
PitISMOIDAL METHOD
"
ORIGINAL SURFACE
Liner Bottom #2
FINAL SURFACE
Proposed Grade #2
CUT COMPACTION FACTOR
0.0 %
FILL COMPACTION FACTOR
0.0 %
RAW CUT VOLUME
0.0 CY
'k
RAW FILL VOLUME
4235.6 CY
fi
y
I �S
LUu6Q ( ATIC .SAL
VOLUME ASSuen,,,jG
ZD%a SMZ,�ka(,E
1 I
oa
11Z 3S, b CCJ (1. Z s) - 5 z9 q+ S ac Y
I

a
r Name: NCDEHNR-DSYC
sect: 182377 - Ted West
_NAME: d:\epwinl3\projects\182377\182377.DYG
SITE DES 1 G N - VOLUME CALCULATIONS
PRISMOIDAL METHOD
ORIGINAL SURFACE
'Bottom of SC2
FINAL SURFACE
Top of SC2
CUT COMPACTION FACTOR
0.0 %
FILL COMPACTION FACTOR
0.0 %
RAY CENT VOLUME
0.0 CT
RAY FILL VOLUME
2718.9 CT
Date: 09-03-96
Time: 16:18:04
Page: 1

NCDEHNR SUBJECT RMP
DIVISION OF SOIL & WATER -5ET eL'ctA7,b"_)s PRDJECT
CONSERVATION PREPARED BY. RE -DATE: _�-:Vmpsotj COUNTY
127 CARDINAL DRIVE EXT. CHECKED BY- DATE- SHEET I OF S
WILMINGTON, NC 28405
. . ........
ELE\ _5LA -----------
IF/0- 7
.5 14 QE5
1-ro�br- -a E LEA)
oy l!3
ILI,
t
V QE oLun,
it T&Nt l!S 12 E 1.-7 705! c F
te
x�
6-A L F� YS.ZO: �A
fU i-A
L j V Aw q 4
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flu' �A
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A2 of of bok: zo--
1.
.... . ..... . ....... .......
L
Te0o6;oi
--- — - ----------- - - . ....... - - --------- ------ -
slwPuc(ry 'L-)r_l>nLf 7
F iAMou OF; (5e 5 1I.S IA.) f---
C

NCT�EH�TR SUBJECT ,nP 5�11::N-,%�
DIVISION OF SOIL & WATER SE t i.t ✓a1o►JI /:J z377
0
# _ _ - - PROJECT I
£I CONSERVATION PREPARED BY: CF DATE: II- I3-760 5glIPSoO COUNTY
127 CARDINAL DRIVE EXT. 3
CHECKED BY: DATE: SHEET re - OF
WILMINGTON, NC 2W5
NOJ�. UsC GiUcfJ �LUSK VOL, !°olr—
i
I
i
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1
Lp 93S�z t 33S3 1 i
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,
@.�_�
- - -- -.... --- ..... - -- --- - - —
SPLm� o,� Cam,- E�Y — ;- i
I
11 ii .

NCDEHNR
DIVISION OF SOIL & WATER
CONSERVATION
127 CARDINAL DRIVE EXT.
WILMINGTON, NC ZW5
SUBJECT Pump -5—iWlo, D rS I Cl-A-)
PROJECT 1 132377
PREPARED BY: DATE: 15A(T)notj couNTy
CHECKED EIY.- DATE. SHEET --3— OF
F- Tev Ai 10EF Loc')
...................... ....... .
....... E -IT)
oF
-PL; p STA —6�Q -r>o)(
chr Irf
':EVALUM�� ---------------
► lou
-s" f '0ff(Fli 6
I Lr
A
f
Z I
LA
440!
CFS
Ulu- a T: kEA�j OF APE-
...... - - --------------- ........ -- - ---
--------- -------- - - - ------- - ... - - - - - - ------
- - ---------

NCDEHNR PUMP STATION DESIGN PROJECT # 182377
DIVISION OF SOIL & WATER DETERMINE PUMP SIZE SAMPSON COUNTY
CONSERVATION SHEET 1 OF 2
127 CARDINAL DRIVE, EXT PREPARED BY: JC FORD DATE: 11-14-96
WILMINGTON, NC 28405 CHECKED BY: DATE:
ELEV B — ELEV 11 B-0
117.0
E
ELEV A
i 96.7 ELEV 95.3
a,
A roa
1.) Apply energy equation from water surface at "pump on" elevation in tank to water surface in lagoon.
2.) Find TDH of Pump.
3.) Check for Net Positive Suction Head at Pump.
4.) Check velocity in discharge piping.
T 5.) Determine the pressure on the discharge side of the pump versus the allowable
_ pressure in the pipe.
Solution:
1.) ZA +- PA/r + VA /2g = Z$ + PB/r + VB2/2g + h, + hm + Em
Velocities are negligible.
Pressure on water surfaces are 0.
This gives: Em = ZA - ZB - hf - hm
2.) ZA = 96.7 ft.
ZB = 117.0 ft.
Using Hazen Williams for friction losses:
hr = 10.45 x L x (Q1C)1-85/ D4.e7
Discharge piping
D = 4 in.
C = 150
hr = 0.28 ft.
Force Main
D = 6 in.
C = 150
ht = 1.49 ft
L = 20 ft.
Q = 160 gal./min.
L = 780 ft.
Q = 160 gal,/min-

S3
x
f
NCDEHNR PUMP STATION DESIGN PROJECT # 182377
DIVISION OF SOIL & WATER DETERMINE PUMP SIZE SAMPSON COUNTY
CONSERVATION SHEET 2 OF 2
127 CARDINAL DRIVE, EXT PREPARED BY: JC FORD DATE: 11-14-96
WILMINGTON, NC 28405 CHECKED BY: DATE:
2.) Cont.
{ Minor Losses: equivalent length of Total
i
number
same diameter pvc pipe
Length_
_
Entrance loss
1
6 ft. ea.
- 6
ft.
Gate valve, open
1
2.3 ft. ea.
2.3
ft.
Check valve
1
25 ft. ea.
25
ft.
4" PVC 90°standard elbow
3
11 ft. ea.
33
ft.
Sudden enlargement, 4" to 6"
1
6.5 ft. ea.
6.5
ft.
6" PVC 450 elbow
2
7.5 ft. ea.
15
ft.
6" PVC 900 elbow
2
16 ft. ea.
32
ft.
Exit loss = 0 , water exits unrestrained.
4" hm = 1.00 ft.
6" hm = 0.09 ft.
i Handbook of PVC Pipe, Uni-bell Plastic Pipe Assoc., Dallas Texas, 1979.
TOTAL DYNAMIC HEAD = E. = -23.2 ft.
- 3.) Submersible Pump - Therefor there is flooded suction and NPSH is not a concern.
4.) 4" discharge pipe velocity, V = Q / A = 4.1 fps. < 5 fps.
5.) ZA + PA/r + VA2/2g = Zs + PB/r + V82/2g + N + hr,
where A is on the discharge side of the pump and B is at the outlet of the force main.
Velocity difference is negligible.
Pressure on water surface is 0.
This gives: PA = (4 - ZA + hr + ho x r x (1 sF/144s)
where r = unit weight of water = 62.4 pcf
PA = 10.0 psi.
PVC PIPE SPECIFICATIONS
Nom. Size
Type
Material
Working pressure rating (psi)
4"
SCH.40
1120/1220
220
4"
SDR 26
1120/1220
160
6"
SCH.40
1120/1220
180
6"
SDR 26
1120/1220
160

l
User NaMe: NCDEtINR-DSUC
Project: 1B2377 - Ted Vest
List Nodes Report
List Nodes Report
Node #
North
East
ELev
Descrip
1
5000.000D
10000.0000
97.1
TSP
2
4835.5632
10194.0306
96.6
TDU
3
4833.7973
10184.9111
96.6
TDU
4
4948.1159
9990.3058
96.9
TDU
5
4966.6412
9979.7552
96.6
TDU
6
4987.5909
9991.0566
97.1
TDU
7
4992.2297
10019.5757
96.7
TDU
8
5094.9904
9962-1160
95.4
TDU
9
5036.8347
9996.6712
96.4
TDU
10
5D14.8794
10000.6988
96.8
TDU
11
49B5.6024
9978.4931
96.8
TDU
12
4992.4823
9952.9414
95.6
TDU
13
5D83.2198
9897.8058
94.2
TDU
14
51D9.9257
9894.8966
94.6
TDU
15
5129.5536
9914.6382
94.9
TDU
16
5207.1775
9948.9898
95.3
TDU
17
5129.0874
10D97.4560
100.9
COLD
18
5095.9268
10078.2476
100.7
CBLD
z 19
5117.2801
10090.1187
100.7
FLT
20
5121.2609
10083.2711
99.6
FLT
21
5112.3258
10075.1452
100.1
FLT
22
5107.9911
10084.7943
101.0
FLT
23
5060.4005
10057.9305
99.8
CBLD
24
5027.0963
10D38.8798
99.2
CBLD
25
5048.4433
10050.8458
99.5
FLT
26
5052.5501
10043.8933
99.2
FLT
27
5043.4916
10038.6230
99.1
FLT
28
5039.3111
10045.6586
99.9
FLT
29
5D76.2573
10071.7392
99.4
GREL
3D
5092-9202
1DD47.0505
97.2
GREL
31
5145.9449
10070.8408
97.3
GREL
32
5026.4050
10027.7333
97.4
GREL
33
4960.1778
10120.5287
98.7
GREL
34
4882.5805
10304,9342
97.8
TSP
35
4935.2136
10113.5116
96.5
PE
36
4850.2008
10205.0315
97.0
TDU
37
4864.4863
10208.0729
97.1
TDU
38
4919.2856
10226.5456
99.9
CBLD
39
4952.3636
10245.4870
100.2
CBLD
40
4919.3983
10226-5575
100.0
To52
41
4931.2101
10233.4807
100.3
FLT
42
4927.3029
10240.6059
100.0
FLT
43
4936.2894
10245.9507
100.0
FLT
44
4940.4282
10238.7341
100.3
FLT
Date: 11-0E
Time: 07:17
Page: 1

Node ;9
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
Bi
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
North East
4915.8099 10240.6595
4942.0387 10255.6112
4988.2985 10266.1429
5021.2409 10285.0322
4996.CD18 1D280.1386
5005.1038 10255.4009
5009.2205 10278.3532
4982.3628 10278.4960
5013.3729 10296.6547
4988.1987 10265.7490
4979.9570 10320.7711
4990.6826 10227.7279
4870.9954 10273.2228
4959.1185 10348.6836
4857.3749 10317.2407
5106.2871 10291.2080
5051.1374 10289.4416
5123.3078 10220.1925
5148.6206 10204.1649
51B6.2298 10191.5910
5214.5623 10190.0408
5064.1793 10300.5792
51D5.4804 10249.4977
5162.4771 10210.0125
5205.4069 10200.9568
5074.9391 10191.92BB
5117.9670 10182.8087
5113.9337 10189.7070
5104.7089 10194.6823
5128.7655 10098.1419
5079.6999 10228.4998
5149.5489 10105.0051
5166.4694 10142.7550
5349.7131 10266.0788
5157.1410 10089.0085
5208.0083 10156.1895
5242.2638 10191.2847
5279.2827 10215.5143
5401.3650 10295.6765
5442.5079 10322.0238
5506.2474 10358.2604
5162.6412 10079.4688
5206.4421 10139.2926
5245.6774 10181.0113
5236.0825 10188.6913
5263.8505 10192.6776
5316.7363 10224.0397
5388.7372 10270.4582
5452.8863 10312.1243
5501.3118 10342.6862
5376.9446 10256.3817
5303.5507 10192.8703
Elev Descrip
99.7 CP2
100.2 CP2
101.5 CBLD
101.4 CBLD
101.6 FLT
101.9 FLT
102.0 FLT
101.6 CPl
102.0 CP1_
101.6 TOs1
100.6 GREL
100.9 GREL
96.7 GREL
104.4 GREL
97.4 STUMP
103_9 T5P
102.6 ERL
101.9 ERL
101.6 ERL
101.0 ERL
100.8 ERL
102.9 ERR
102.3 ERR
101.6 ERR
101.1 ERR
101.5 T051
101.3 WELL,
101.3 WELL
101.2 WELL
101.4 TOs1
101.5 GREL
98.3 GREL
99.4 PP
106.6 TSP
97.6 ERR
99.0 ERR
100.3 ERR
102.0 ERR
109.7 ERR
112.4 ERR
114.E ERR
97.4 ERL
98.5 ERL
1D0.1 ERL
100.0 ERL
100.8 ERL
103.0 ERL
108.5 ERL
111.8 ERL
114.4 ERL
105.5 PP
101.7 GREL
I

a
Node #
North
East
ELev
0escrip
97
5344.3099
10140.7107
102.8
GREL
'
98
5364.6401
10118.8452
102.6
GREL
99
5371.0535
10096.7882
101.6
GREL
100
5421.4513
10072.071E
101.6
GREL
101
5402.0874
10132.2094
104.4
GREL
102
5380.7512
10185.5850
105.7
GREL
103
5366.1170
10227.6945
106.3
GREL
104
5440.1445
10281.7967
111.3
GREL
t
105
5462.E566
10229.8176
109.6
GREL
_
106
5482.7349
10192.7449
108.6
GREL
107
549B.54-"
10143.9909
106.0
GREL
F
108
5517.9258
10095.64B6
103.8
GREL
109
5501.9576
10022.5031
99.6
GREL
c
LL
410
5469.9564
10041.7449
100.8
GREL
111
543B.7279
10062.1263
101.5
GREL
112
5439.8884
10121.2077
104.5
GREL
113
5420.2808
10200.8155
107.4
GREL
i14
5396.9609
10244.6445
108.1
GREL
115
5488.4059
10323.5529
113.E
GREL
116
5510.8180
10276.2219
112.8
GREL
117
5530.1346
10237.1302
112.1
GREL
118
5547.1200
10152.0749
109.5
GREL
119
5564.4062
10122.1718
105.9
GREL
120
5551.6297
10071.5226
103.6
GREL .
121
_ 5538,9415
10074.8647
102.6
GREL
122
5530.2325
10328.3857
114.8
GREL
123
5558.8161
10262.7122
113.4
GREL
124
5582.4555
10231.2012
111.9
GREL
125
5650.4084
10256.8224
114.0
GREL
126
5700.7018
10282.37B6
115.5
GREL
127
5674.8593
10310.7095
116.5
GREL
128
5626.2712
10308.8334
115.5
GREL
129
5657.4182
10374.5082
118.3
GREL
130
5598.8154
10388.3617
117.2 -
GREL
131
5644.6090
10383.7467
118.5
TSP
132
5591.4120
10405.4500
117.1
ERR
133
5694.8478
10468.2080
119.8
ERR
134
5739.2117
10483.4029
120.9
ERR
135
5824.3419
10496.1513
120.6
ERR
136
5622.8140
10412.3980
117.9
ERL
137
5700.5814
10459.6322
119.4
ERL
138
5750.1978
10474.8714
120.4
ERL
139
5802.9735
10482.4862
120.8
ERL
140
5682.1554
10420.3375
119.6
Pp
141
5674.4392
10434.4582
119.5
GREL
142
5707.8740
10371.0307
118.4
GREL
143
5728.1923
10307.5120
116.3
GREL
1"
5743.3602
10272.9891
114.7
GREL
145
5789.6543
10290.3436
114.8
GREL
146
5788.8409
10327.6740
116.4
GREL
147
5755.7331
10384.5473
119.1
GREL
148
5730.4051
10445.1303
120.1
GREL

4
Node #
North
East
E[ev
Descrsp
149
5751.7145
1D452.9581
118.6
GREL
150
5755.8381
10438.5388
120.2
GREL
151
5766.0898
10458.6060
12D.2
GREL
152
5805.3544
10421.4765
119.5
GREL
3'
-
153
5887.8930
10364.1246
118.1
GREL
5
154
5832.0143
10318.5329
115.1
GREL
155
5848.2545
10299.5159
113.8
GREL
-
156
5829.6656
10363.1689
117.3
GREL
157
5829.0159
10410.9201
118.8
GREL
'
158
5927.4608
10474.9291
119.8
GREL
159
5843.0124
10474.8203
120.4
GREL
160
5543.8460
10424.5796
119.7
GREL
161
5843.2834
10377.3409
117.9
GREL
?
162
5859.2894
10294.6035
113.4
GREL
163
5863.9042
10354.7902
115.7
GREL
164
5858.9911
10402.9067
118.4
GREL
'
165
5856.3678
10453.1413
119.8
GREL
166
5857.8898
10364.1536
117.8
T5P
a
167
5873.0542
10509.9128
120.6
ERR
#
168
5929.5950
10540.D412
120.0
ERR
r
169
5871.801
i0495.517D
120.H
ERL
s
170
5936.5548
10532.3554
119.9
ERL
171
5969.2459
10454.9745
119.7
GREL
172
5906.4685
10461.6090
119.9
GREL
173
5878.8450
10394.8858
117.9
GREL
174
5926.7886
10384.9659
117.8
GREL
175
5950.9344
10425.5937
119.1
GREL
176
5971.8329
10377.2233
117.0
GREL
177
60D6.4154
10351.4764
115.7
GREL
178
6024.6116
10293.9586
112.9
GREL
179
5945.4817
10329.6952
114.8
GREL
180
5976.8406
10294.2315
112.6
GREL
181
5902.1220
10296.3594
113.4
GREL
182
5946.7049
10270.277-6
111.3
GREL
183
5864.4325
10258.9351
111.2
GREL
184
5902.1789
10246.8850
110.8
GREL
S
185
5843.1329
10226.5024
109.9
GREL
186
5878.7798
10223.2813
110.2
GREL
t
187
5816.6589
10185.7363
109.5
GREL
188
5774.7246
10176.6411
110.3
GREL
s
189
5798.4459
10248.6746
112.7
GREL
190
5937.32"
10513.8446
120.5
WDL
191
5947.2003
10464.2061
119.7
6DL
192
5958.4576
10429.8969
119.1
WDL
3
t
193
5994.5439
1D392.0776
117.7
WDL
194
6015.3965
10342.8654
115.4
GREL
r
195
6033.2499
10295.4583
112.7
GREL
196
6038.4042
10243.5439
110.5
GREL
197
6033.0900
10206.8390
109.2
WDL
193
5981.5753
10214.8960
109.6
WDL
199
5946.0442
10225.9457
109.8
WDL
n
s
200
5918,6392
10240,3623
110.4
GREL

fiifWlr.l!w�'+6Y�.a.rv.w--::�..�:.�"..."'c..1AW.dGi6rYSJ:F'=.3��w-s.�a.....s.ar.�a ..�v -..... .... .__... -.'- ....,.. _y.r.�::tiF« �._.. ._..-o---�-�-��,.Y-:-.���-• �. _-_rr+w- v..i.
t
Node # North East Elev Descrip
201 5901 8663 10233 5458 110 4 GREL
202
5889.6062
10213.6894
109.3
WDL
203
5838.7067
10178.6920
107.9
WDL
2D4
5724.1477
10109.7239
108.3
TSP
205
5778.8493
10168.8896
109.9
11DL
206
5792.4646
10099.5833
106.8
WDL
207
5833.3890
10052.0926
103.9
WDL
208
5829.0533
9990.5716
103.0
WDL
2D9
5819.7326
9926.4436
101.6
WDL
210
5747.3655
9925.2786
100.9
WDL
211
5712.2171
9934.9502
101.6
.WDL
212
5643.883E
9956.1067
100.7
WDL
213
5603.1829
9987.6925
100.3
WDL
214
5579.1289
1DDD5.6651
10D.3
WDL
215
5569.3433
10047.5103
101.4
GREL
216
5560.5057
10100.1947
104.5
GREL
217
5541.5421
10176.9752
109.0
GREL
218
5751.6906
10220.4096
112.1
GREL
219
5600.6221
10190.5172
109.9
GREL
220
5736.4924
10250.5104
114.1
GREL
221
5596.230D
10126.6601
106.6
GREL
222
5611.9570
10072.9858
104.8
GREL
223
5613.8422
10007.8734
101.8
GREL
224
5662.2531
9977.6174
102.1
GREL
225
_ 5648.1407
10037.2629
104.1
GREL
226
5638.9945
10094.2822
106.3
GREL
227
5633.5248
10157.1733
108.9
GREL
223
5634.0706
10223.9573
112.1
GREL
229
5678.5811
10276.1509
115.3
GREL
730
5689.6687
10194.1643
111.6
GREL
231
5692.3507
10116.4022
108.4
GREL
232
5665.9554
10034.2760
104.5
GREL
233
5686.9936
9984.4362
102.8
GREL
234
5741.5004
9977.0270
103.3
GREL
235
5726.5748
10D44.9433
105.6
GREL
236
5714.6827
10183.4302
111.1
GREL
237
5752.2483
10107.1078
107.7
GREL
238
5797.4301
10026.9815
1D4.6
GREL
239
5789.7588
9971.6196
103.1
GREL
240
5389.9328
10096.7804
102.8
TSP
241
5198.4025
9947.3487
95.0
TDU
242
52" 6651
9961.9281
95.3
TDU
243
5288.7854
9972.4981
95.0
TDU
244
5373.0904
9949.5970
95.2
TDU
245
5418.6773
9936.6722
95.1
TDU
246
5446,0331
9993.5450
99.8
TDU
247
5386.4761
10013.3151
100.5
TDU
248
5272.8934
10D41.6916
98.3
TDU
249
5143.9885
10044.9580
96.2
SDI
250
5219.1916
10076.0129
95.6
SDI
251
5275.3783
10081.1484
95.6
SDI
252
5334.2899
1007D.5515
95.7
SDI

ti
Mode North East Elev Descrip
253 5395.7753 10055.106; 95.8 SDI
254 5430 5157 1003' 52C2 95 1 BDI
255
5474.5257
10011.9538
94.1
BDI
_
256
5487.4567
9983.E538
93.6
SDI
257
548B.7348
9968.9202
93.4
SDI
258
5466.9860
9999.4710
98.0
TDL
259
5437.8620
10021.1590
99.4
TDL
•
260
5395.5030
10032.4616
101.3
TDL
261
5354.1870
10045.8502
100.5
TDL
4
262
5296.4161
10059.8683
98.4
TDL
263
5319.0837
10094.0725
98.7
TDR
v
264
5373.0741
10097.4773
101.8
TDR
265
5422.4719
10072.4014
101.7
TDR
266
5467.0123
10D43.3785
101.1
TDR
267
5488.6143
10021.4492
99.1
TDR
268
5499.9460
10001.9015
98.6
TDR
'
269
5504.6128
9967.0926
97.7
TDR
270
5498.8624
9924.7631
97.0
11DL
271
5297.4957
10165.2470
99.7
GREL
=
272
5249.2150
10119.9045
97.2
GREL
-
273
5236.3990
10142.5487
98.1
GREL
274
5436.6560
10171.6927
106.8
SS1
275
5559,6234
10109.5356
105.0
S82
276
5738.1794
10015.1102
104.8
S83
277
5775.8163
10170.8414
110.2
S34
278
5891.1486
10302.8880
114.0
SS5
279
574D.9568
10373.8481
119.0
S66
280
5614.0285
10298.3915
115.3
SB7
2B1
500D.0000
10000.0000
97.0
TSP
500
5420.6940
10211.0479
118.0
PITL
501
5623.8225
10365.2030
118.0
PITL
502
5854.2799
10268.3042
118.0
PITL
t
503
5651.1514
10114.1490
118.0
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Animal Waste Managelnent Plan Certification
(Please type or print all information that does not
Generallnformation:
Name of Farm: TED WC s-r -Fviv7 WATER Q U ' I11 401&N S Z - 3 7 7
TE li ce 41D- S67 -Z831
Owner(s) Name: _ 1� 1�E5 [- Phor�e I o:
Mailing Address: I&DO WILLIAMS LASE t%OAD`� 15076 , NC ZS387,
Farm Location: Fourteen Digit Hydrologic Unit:_
D
Latitude, and Longitude:_ � Ds' or/ �$° 3 �County: 5AM7 50k:
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): T
AtE D rl1 I LEFT 0 5 Iy59
THIS riErtra 5 k11Tti-( 5fZ VI S(o iAICF LEF
T OA) S tZ I y 10 , C Ft- O.v bi 1K
D(LUE APP170nMA (_Y 1.5 Minas Ai=TeR Turw,AjU dA_)r77 1147Q.
Qpgration Description:
Type of Swine . No. of Animals
❑ Wean to Feeder
ff'Feeder to Finish DO
❑ Farrow to Wean
O Farrow to Feeder
C2 Farrow to Finish
Type of Poultry
• Laver
7 Pullets
No. of Animals
Type of Cattle
7 Dairy
D Beef
No_ of Animals
Other Type of Livestock: Number of Animals:
Acreage Available for Application: 19 ' 33 _ Required Acreage: 3 l3
Number of Lagoons / Storage Ponds : 1 Total Capacity: 43/ Cubic Fee: (ft3)
Are subsurface drains present on the fare: YES or ti0 (please circle one;
Owner / Manager Agreement
I (we) verify that all the above information is correc: and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plant will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that anv modification mustbe approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new =w5cation (if the approved plant is changed) within 60 days of a title transfer.
Name of Land Owner: ale �7
Signature:
Date:
Name of Manager(if different from owner):
Signature: Date:
AWC -- April 24, i99G l

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005, 1 certify that the animal waste management system for the farm
named above has an animal waste management plan that meets or exceeds standards and specifications
of the Division of Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the
USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 2H_0217 and 15A NCAC 6F .0001-.0005. The
following elements are included in the plan as applicable. While each category designates a technical
specialist who may sign each certification (SD, S1, WUP, RC, I), the technical specialist should only
certify parts for which they are technically competent.I AR
+,++�•"
II. Certi, ficafion o, f Design °"pE ESS�pti .�9'';_
A) Collection. Storage, Treatment System - i SEAL
OZ
Check the appropriate box
20�149 -
a Existing facility without retrofit (SD or WUP) ,y
Storage volume is adequate for operation capacity; storage capability cons r&i#'ac E••'•4
b �Q,
waste utilization requirements. ��'•., �fOls F
New. expanded or retrofitted facility_ (SD)
Animal waste storage and treatment structures, such as but not limited to col ction sy tems,
lagoons and ponds, have been designed to meet or excttd the minimum standards and
specifications.
Name of Technical Specialist (Please Print): f CRraf) -F42�
Affiliation: NCI)eMAuQ_- D5UC
Address(Agenc l 77 CARDwAL Dewe ExT. Wwn. NC ZByoSPhone No.: 91D- 395 - 39W
Signature: l Date: 1/-/5'-f61
B) Land AnolicatignSite CWUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste
utilization; chosen crop is suitable for waste management: hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): _ _ T Cl�___
Affiliation: C-5
Address(Agency): o bw V, C ,'nJ 3z Phone No.: S9�
Signature: - if ) Date:ar tIfj�
C) Runoff Con r i from Exterior ots
Check the appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print):G(���s�•-
Affiliation:A/RC-S-
Address(AQency): 4 &C F Phone No.. 7 %63
Signature: Date: () -- ` a - 7 -
a1VC -- April 24, 1996

D) Aialication and Handling Equipment
Check the appropriate box
ZY" Existine facility with existine waste aiml.ication equipment (WUP or 1)
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).
❑ New or expanded facility-, r existing facility without existing waste_ application equipment (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 pan of the -
plan)
Name of Technical Specialist (Please Print):.
Affiliation:_ A1R CS _
E1
Address(Agencv): 8 . Q ik ZJ 3Z Phone No.: SS�,,2 - 7 i �v 3
ignature: 3 Date: L � ~7o
III. Certification of Installation
A} Collection, 5t!2raue.Tr rngnt Installation
New. expanded or retrofitted faciiity (SI)
Animal waste storage and treatment structures. suet as but not limited to iaQooris and uonds.
have been installed in accordance with the anoroved oian to met:, or excecd�tne minimum
standards and specifications.
For existing facilities without retrofus. no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliarion:
Address(Agencv): Phone No.. -
Signature: Date:
AWC -- April 2-1, 1996

B) Land Application Site (WUP)
Check the appropriate box
J The cropping system is in place on all land as specified in the animal waste management plan.
❑ 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 waste
utilization plan.
a 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):
Affiliation: AIR-5
Address(Agency
Signature:T�
hone No.: 59a
,ate: 7�pr9 `mil
This following signature block is only to be used when the box for conditional approval in III. B
above has been checked.
1 (we) certify that 1 (we) have committed to establish the cropping system as specired in my (our) waste
utilization plan, and if appropriate to esmbiish the interim crop for erosion control. and will submit to
DE_M a verification of completion from a Technical Specialist within 15 calendar days following the date
specified in the conditional certification. 1 (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 Nlanaaer(if different from owner):
Signature: Date:
Cl Runoff Conlrols from Exterior Lots (RC)
Faciiiry with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use are=s have ben
installed as specified in the plan.
For faciliries without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
.Affiliation.
Address(Agencv): Phone No.:
Signature:
Date
AW C -- ? prii 24. 1996

10
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�
Uj
of
01/15/98 10:20 FMHA CLINTON NC -+ 919 715 6048
OPERATIONS BRMM - WO Fax .[phone]= .fan 14 ' 98 14 :18
L1 Atrnli_�,A,514U4Lttannling P-11 MmY1st
Check the appropHafe box
W
' vA th e n (WUP or 1)
Animal waste application equipment specified in the plan has been cid= field calibrated or
evaluated in accordance kith existing design chars and tables and is eble tv apply waste m
necessary to acaornmodat� the waste management plan: (existing application equipment c-In
cover the area required.by the plan at rates not m exceed tither the specified hydraulic or
nutrient loading rates, a schedule far timing of applications has been established; required
buffers can be maintained and calibration and adjustmem- guidance are carmined as part of the
plan), ff
c432 fz ill
.4 Animal waste application
necessary to aaeomtnodat
covet' the area required 6y
nutrient loading rates; a;st
QCY
z. buffers can be ntairmulned
o plan).
ZC c-
Name of Technical Specialist (PI,
Affiliation. AA C5
Addmss(Agency):8 �r
Siznacuxe: - --
or existing fsci?irv�rout edstittg waste a (I)
xluipment specified in the plan has been designed to apply waste as
the waste management plan; (propesed application equipment can
the plan at mEes net to exceed either the specified 1 ydratllic or
7edule for dining of applications has bean established; requiree
calib,ra ioa and adjustment guidance are contained as part of the
Print): �� L2I L- r , 6 Pvjr
one No....
' 0MONAL FOAM B9 (7-90)
FAX TRANSMITTAL MOW �
111. Certification of TO
A) CQ�tign• CS2ago_ Trentmenif Tn9taliation a.Mu q
u ! �rasc
uew. exmanded nr retraftd facility ($I) -- - - — — - -
Aaunal waste storage and treatment structures, such as but not limited to lagoons and ponds.
have i�een instniled in accordance wi:h the approved plan to meer or exceed tine :ninitmum
standards and spccificatiorf
For ex& ng faciiffies without reirofts, no certtficaiion is necessary-
. `
Name of Technical S/peci ist.(Ple-ase print): Ali1/L
A.11hat3on: A K -
Addmss( acncy):
Siznarue:
April 24,1996
Wphune No.: "2---
U1 D4
�4 s ,
3

D) Arinlirgjion and Handling Fguiprr nt Tn_st_lion (WUP or I)
Check the appropriate black
,eAnimal waste application and handling equipment specified in the plan is on sire and ready
for use; calibration and adjustment materials have been provided to the owners and are
contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been
installed but the owner has proposed leasing or third party application and has provided a
signed contract; equipment specified in the contract agrees with the requirements of the
plan; required buffers can be maintained; calibration and adjustment guidance have been
provided to the owners and are contained as part of the plan.
0 Conditional approvalAnimal waste application and handling equipment specified in the
plan has been purchased and will be on site and installed by
(month/day/year); there is adequate storage to hold the waste until the equipment is installed
and until the waste can be land applied in accordance with the cropping system contained
in the plan; and calibration and adjustment guidance have been provided to the owners and
are contained as part of the plan.
Name of Technical Specialist (PIease Print): _ L��L�LS- PC C r-
AfftIiation: AIA C -S
Address(Agencv): Cou, Cf r ,'A Z Phone ti"o_:_ :5- -
Signature: Dare-
The following signature block is only to be used when the box for conditional approval in TH D
above has been checked.
I (we) cerrify that I (we) have committed to purchase the animal waste application and ;handling
equipment as specified in my (our) waste management plan and will submit to DEN1 a verification or
delivery and installation from a Technical Soecialist within 15 calendar days following he date specifed
in the conditional certification. I (we) realize that failure to submit this verification is a viotarion or the
waste management Dian and will subject me (us) to an e:iforc=.nent action from DEb1-
Name of Land Owner :
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
Please return the completed form to the Division of Environmental N-ianagement at the
following address:
Department of Environment, Health, and Natural Resources
Division Of Environmental Management
Water Quality Section. Compliance Group
P.O. Box 29535
Raleigh, NC 2i626-0-435
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
vour files with your Animal Waste Management Plan.
AIVC -- April 24, 1996

TECHNICAL SPECIALIST FOR ANIMAL WASTE, MANAGEMENT CFRTIFICM1011
DESIGNATION CATEGORY CODE
AREA OF AUTHORITY
Collection, Storage, sDilde"Iyo)
_ lagoons, �Lorngv pandn, dry stacks, storage structures,
and/or Treatment SI Un"tallat-iou)
compostern, punhoff rampn, curbing and other similar
structures
Waste Utilization plait WUP
- design and installation (development and
implementation) of land application plans
including crop aid acreages available to meet nutrient
budget-, Hydraulic and nutrient loading rates, placement
of application site buffers
- measurement of existing storage volume
- confirmation of exisL-ence and compatibility of land
application equipment with waste utilization plan
- certification of cropping systems
- confirmation of absence of exterior lots
- confirmation of sludge and effluent removal and
application at agronomic rates for lagoon closure
Runoff Controls RC
- design and installation of filter strips, grass
channels, and related burps used to reduce runoff from
exterior lots (primarily dairy operations)
Irrigation Equipment I
- design and installation of irrigation systems to
include pipe size, pump horsepower, nozzle size, system
layout, thrust blocks, etc. and operation plan to meet
criteria of Waste Utilization Plan (Hours per set, etc.)
Technical Specialists are designated by the Soil and Water Conservation Commission pursuant to 15A IJCAC 6F.0005.
Technical Specialists should only certify parts of a plan for which they are technically competent.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN—RTMEWT REQUESTED
Ted West
Ted West Farm
1600 Williams Lake Rd
Roseboro NC 28382
Dear Ted West:
4 0IT
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT A47MESOtRCE$
April 13, 1999
APR Z U 1999
FAYE 1 � EVILL.E
REG. OFFICE
Subject: Application No. AWS820377
Additional Information Request
Ted West Farm
Animal Waste Operation
Sampson County
The Non-Discbarge Permitting Unit has completed a preliminary engineering review of the subject application.
Additional information is required before we can continue our review. Please address the following by May 13, 1999:
1. In the permit application, you have indicated that you have 3 lagoons present on your farm_ However, the
animal waste management plan certification signed on 12/20/97 and other lagoon volume documentation
indicate only one lagoon present on your farm. Please clarify this discrepancy and submit lagoon closure forms
and/or waste utilization plan for any inactive lagoons present on your farm.
Please note that all WUP revisions must be signed and dated by both the owner and the technical specialist.
Please reference the subject permit application number when providing the requested information. All information
should be signed, sealed, and submitted in duplicate to my attention at the address below. The information requested by this
letter, must be submitted on or before May 13, 1999 or the Division will return your application as incomplete in accordance
with 15A N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a
violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the
Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 363.
cc: Fayetteville Regional Office, Water Quality
Permit File
P.Q. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Sincerel ,
JR Joshi
Soil SO tist
Non-D' charge Permitting Unit
Telephone [phone] FAX [phone]
50% recycled/ 10% past -consumer paper

State of North Carolina
Department of Environment
and Natural Resources RECE"WED
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Ted West
Ted West Farm
1600 Williams Lake Rd
Roseboro NC 28382
Dear Ted West:
LIAR 2 2 1999
FAYETTEVILLE
REG. OFFICE
March 19, 1999
i •*
1&0
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. AWS820377
Additional Information Request
Ted West Farm
Animal Waste Operation
Sampson County
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject application.
Additional information is required before we can continue our review. Please address the following by April 18, 1999:
The irrigation parameters listed on Page 7 of your Waste Utilization Plan (WUP) exceed current
recommendations. Irrigation events are to be listed in the WUP as the maximum application allowable for
that soil type from the time the pumps are turned on until the time they are shut off. The application events
listed in your WUP appear to be out of the Sprinkler Irrigation Guide. The Application Amounts listed'in
this guide have not been adjusted for the application of animal waste. It is currently recommended that
total application amounts not exceed one inch in any application event for any soil type. If your application
rates need to be adjusted for the application of animal waste, please have your Technical Specialist revise
your WUP to reflect the appropriate application amount per event. If the rates exceed the recommended
one inch, please have your Technical Specialist justify the increased application rate in the narrative of
your WUP.
2. Page 1 I of your waste utilization plan is missing in the permit package. This page contains parts of the
NRCS required specifications.
Please note that all WUP revisions must be signed and dated by both the owner and the technical specialist.
Please reference the subject permit application number when providing the requested information. All information
should be signed, sealed, and submitted in duplicate to my attention at the address below. The information requested by this
letter, must be submitted on or before April 18, 1999 or the Division will return your application as incomplete in accordance
with 15A N.C.A.C, 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a
violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the
Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 363.
Sincerely,
Y! /
JR Joshi
Soil Scie Jst
Non -Discharge Permitting Unit
cc: Fayetteville. Regional Office, Water Quality
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Caroi.ina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
December 15, 1997
Ted West
Ted West Farm
1600 Williams Lake Rd
Roseboro,\C 28332
Subject: Removal of Regisuation
Facility Number 82-560
Sampson L,"Jut;tj
Dear Ted West:
-7
Pot
ECE��L.Ld
nFP 18 1997
FAYMEVILLE
REG.OFFICE
This is to acknowledge receipt of your request that your facility no longer be registered as an active animal
waste management system per the terms of 15A NC AC 2H .0217. The information you provided us indicated that your
operation's animal population does not exceed the number set forth by 15A NCAC 2H .0217, and therefore does not
require registration for a certified animal waste management plan.
Under 15A NCAC 2H .0217, your facility is deemed permitted if waste is properly managed and does not
reach the surface waters of the state. Any system determined to have an adverse impact on water quality may be
required to obtain a waste management plan or an individual permit. You are reminded that a discharge of wastes to the
surface waters of the state will subject you to a civil penalty up to 510,000 per day.
Should you decide to increase the number of animals housed at your facility beyond the threshold limits listed
below, you will be required to obtain a certified animal waste management plan prior to stocking animals to that level.
Threshold numbers of animals that require certified animal waste management plans are as follows:
Swine
250
Confined Cattle
100
Horses
75
Sheep
1.000
Poultry with a liquid waste system
30.000
If you have questions regarding this letter or the status of your operation please call Sue Homewood of our staff
at [phone] ext 502.
Sincerely,
A. Preston Howard,, Jr., PE.
cc: Faycttcvi]le,Water'Quality�Regional.Office
Sampson Soil and Water Conservation District
Facility File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Ted West
Ted West Farm
1600 Williams Lake Rd
Roseboro NC 28382
Dear Ted West:
AM4
�EHNR
December 15, 1997
RECEIVE—D
nt i� 1 8 19p1
P-AYETTEVILLE
Subject: Removal of Registration IIEG, 0IFRCE
Facility Number 82-560
Sampson %ounty
This is to acknowledge receipt of your request that your facility no longer be registered as an active animal
waste management system per the terms of 15A NCAC 2H .0217. The information you provided us indicated that your
operation's animal population does not exceed the number set forth by 15A NCAC 2H .0217, and therefore does not
require registration for a certified animal waste management plan.
Under 15A NCAC 2H .0217, your facility is deemed permitted if waste is properly managed and does not
reach the surface waters of the state. Any system determined to have an adverse impact on water quality may be
required to obtain a waste management plan or an individual permit. You are reminded that a discharge of wastes to the
surface waters of the state will subject you to a civil penalty up to S 10,000 per day.
Should you decide to increase the number of animals housed at your facility beyond the threshold limits listed
below, you will be required to obtain a certified animal waste management plan prior to stocking animals to that level.
Threshold numbers of animals that require certified animal waste management plans are as follows:
Swine 250
Confined Cattle 100
Horses 75
Sheep 1,000
Poultry with a liquid waste system 30,000
If you have questions regarding this letter or the status of your operation please call Sue Homewood of our stag
at [phone] ext 502.
- -6z
cc: tFa3c5FWlle Water-QuaIity.RegionalrQffice
Sampson Soil and Water Conservation District
Facility File
Sincerely,
A. Preston Howard, Jr_, P.E.
P.O. Box 29535, Raleigh, North Carolina 276264535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%b post -consumer paper

�'b n.wa. c6t�Ai3 z.3 .X¢'Fa�ffi:.'i aua�wvimo�ma' :N''v�sFM
Division of Soil and Water Conservation '❑ Other Agency
:
IM40-
Division of Water Quality
0 Routine O Com laint O Follom'-u of DW ins ection O Follow-up of DMVC' review O Other
F�� Date of Inspection
Facility Number !/ �7
Time of Inspection �� 24 hr. (hh:mm)
0 Registered © Certified © Applied for Permit 0 Permitted JE3 Not O erational Date Last Operated:
Farm Name: .......... ....... E�.........�re..*-- ................-........_ County: .................
Owner Name: .............. 1�1'..'`J,E-57`d................................. ................................ Phone No:.5..,1.f. ..... -.•? /...................
Facility Contact: ...... ,Lr.... 1 fA.... '... Title: Phone No: .........................
MailingAddress: f, .o.R s........................................I......... ..........................
!1.................................................................................................................
Onsite Representative:............................................... .... Integrator:......��"yF....C.c. .�!4
Certified Operator;---_....1��!%°',� �.,,,,,.,..,. Operator Certification Number,....,7 9��
............. ....................................... l / .-----............
Location of Farm: �Cl�1.li �Z/ /i/v�e�04� ��jy%�` sf'tv.4�' i A-
. ...... ........ ...... ...................�,..... ..... ..................... y. _ 1 --
Latitude Longitude
S*ft e'�
,'_
Design Current
rtCapacity,KPopulabon IPaultry
❑ Wean to Feeder
® Feeder to Finish
qp
❑ Farrow to Wean,
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
Subsurface Drains Present
...
No Liquid Waste Managen
General
1. Are there any buffers that need maintenance/improvement?
2. Is any discharge observed from any part of the operation?
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made?
b. If dischar-e is observed, did it reach Surface Water? (If yes, notify DWQ)
c_ If discharge is observed, what is the estimated flow in gal/min?
A Does discharge bypass a lagoon system'? (If yes, notify DWQ)
3. Is there evidence of past discharge from any part of the operation?
4. Were there any adverse impacts to the waters of the State other than from a discharge?
Design • =Current:
attle �' -Capacity `1Poptilation �.
] Dairy
] Non-Dairy
Capacity;:
il` SSL''r
] Lagoon Area 10 Spray Field Area V,:
a xk,
t System
❑ Yes ® No
Yes No
❑ Yes ® No
❑ Yes [M No
5. Does any part of the waste management system (other than lagoons/holding ponds) require
maintenance/improvement?
6. Is facility not in compliance with any applicable setback criteria in effect at the time of design?
7. Did the facility fail to have a certified operator in responsible charge?
7/25/97
10 Yes ❑ No
❑ Yes No
❑ Yes ® No
❑ Yes ® No
❑ Yes No
❑ Yes No
Continued on back

Facility Number: ft —��(}
8. Are there lagoons or storage ponds on site which need to be properly closed? Yes ❑ No
Structures (Lacoons,Holding Ponds Flush Pits etc.
9. Is storage capacity (freeboard plus storm storage) less than adequate? Yes ❑ No
Structure i Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Identifier: ........................
.� i)
Freeboard(ft): ............ t x.....:. �...l..... ...�....................... ..................... ............... ............................ ....... ....................................
10. Is seepage observed from any of the structures? 5? Yes ❑ No
H.
Is erosion, or any other threats to the integrity of any of the structures observed?
N Yes
❑ No
12.
Do any of the structures need maintenance/improvement?
ayes
❑ No
(If any of questions 9-12 was answered yes, and the situation poses
an immediate public health or environmental threat, notify DWQ)
13.
Do any of the structures lack adequate minimum or maximum liquid level markers?
Yes
No
Waste Application
14.
is there physical evidence of over application?
❑ Yes
RNo
(If in excess of WMP, or runoff entering waters of the State, notify DWQ)
15.
Crop type .........?yE. f...K'a
16.
Do the receiving crops differ with those designated in the Animal Waste Management Plan (AWMP)?
❑ Yes
j$NO
17.
Does the facility have a lack of adequate acreage for land application?
❑ Yes
§A No
18.
Does the receiving crop need improvement?
❑ Yes
® No
19.
Is there a lack of available waste application equipment?
❑ Yes
IN No
20.
Does facility require a follow-up visit by same agency?
E$ Yes
El No
21.
Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
❑ Yes
O No
22.
Does record keeping need improvement?
❑ Yes
No
For Certified or Permitted Facilities Only
23.
Does the facility fail to have a copy of the Animal Waste Management Plan readily available?
❑ Yes
❑ No
24.
Were any additional problems noted which cause noncompliance of the Certified AWMP?
❑ Yes
❑ No
25.
Were any additional problems noted which cause noncompliance of the Permit?
❑ Yes
❑ No
0_ No.violations:or. deftciencies.were;noted during this:visit:,.You:will i&ei've:no-f&iher,::
Orre066de66e about this:visit:• : ,
AL
Q.Z lr�Q,v,� 1r•as /'� o��� �•/�v�-� rr. v /.ay:.►� q t �� o���
!i. s5L /
fjs,�! % 9 s.,v �� u��� 7/25/97
w
IReviewer/Inspector Name
Reviewer/Inspector Signature.„ %,�,� ` 4 Date: // Z 1 7p/7

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
April 3, 1997
Ted West
Ted West Farm
1600 Williams Lake Rd
Roseboro NC 28382
SUBJECT:
Dear Mr. West:
ILF?FA
IT
/ •
L7EHNFR
A P R 0 7 1997
FAY ETTEVIll I lc
REG. OFFICE
Notice of Violation
Designation of Operator in Charge
-Ted West Farm
Facility Number 82--560
Sampson County
You were notified by letter dated November 12, 1996, that you were required to designate a
certified animal waste management system operator as Operator in Charge for the subject facility by
January 1, 1997- Enclosed with that letter was an Operator in Charge Designation Form for your
facility. Our records indicate that this completed Form has not yet been returned to our office.
For your convenience we are sending you another Operator in Charge Designation Form for your
facility. Please return this completed Form to this office as soon as possible but in no case later
than April 25, 1997. This office maintains a list of certified operators in your area if you need
assistance in locating a certified operator.
Please note that failure to designate an Operator in Charge of your animal waste management
system, is a violation of N.C.G.S. 90A-47.2 and you will be assessed a civil penalty unless an
appropriately certified operator is designated. Please be advised that nothing in this letter should be
taken as absolving you of the responsibility and liability for any past or future violations for your
failure to designate an appropriate Operator in Charge by January 1, 1997.
If you have questions concerning this matter, please contact our Technical Assistance and
Certification Group at [phone].
Sincerely, hh��
-7)
for Steve W. Tedder, Chief
Water Quality Section
bb/awdeslet 1
cc: Fayetteville Regional Office
Facility File
Enclosure
P.O. Box 29535, ��y� FAX [phone]
Raleigh, North Carolina 27626-0535 �fCAn Equal Opportunity/Affirmative Action Employer
Telephone [phone] Fy
gTm7m.7n50% recycles/10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr.. Governor
Jonathan B. Howes, Secretary
November 13, 1996
Ted West
Ted West Farm
RR 2 Box 130
Roseboro NC 28382
SUBJECT: Operator In Charge Designation
Facility: Ted West Farm
Facility ID#: 82-560
Sampson County
Dear Mr. West:
aLUEIV, E
NOV 19 1996
F€+ C —It ciI1LLc
REG. OFFICE
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 9191733-0026.
Sincerely,
A. Preston Howard, Jr., P. ctor
Division of Water Quality
Enclosure
cc: Fayetteville Regional Office
Water Quality Files
P.O. Box 27687, W ;6
Raleigh, North Carolina 27611-7687 IMC An Equal Opportunity/Affirmative Action Employer
voice 919-715-4100 5M. recycled/ 100% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources 4 • a
Fayetteville Regional Office
James B. Hunt, Jr., Governor-�
Jonathan B. Howes, Secretary C
Andrew McCall, Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
Water Quality Section
November 28, 1995
Ted West
1600 Williams Lake Road
Roseboro, N.C. 28382
SUBJECT: Animal Feedlot Operations Site Visitation
Ted West Swine Farm
Facility No. 82-560
Sampson County
Dear Mr. West:
Thank you for access to your farm. Please find attached a copy of the Animal Feedlot
Operations Site Visitation Record for the site visit conducted November 16, 1995.
It was noted during the visit that significant erosion has occurred between the upper and
lower lagoon. It is suggested that you contact Mr. Wilson Spencer with NRCS at [phone]
to discuss stabilizing the lagoon dike. It was also noted that surface drainage may be entering the
lagoon system. It is also suggested that you discuss this item with Mr. Spencer.
It is the opinion of this office that the subject facility was in compliance with 15A NCAC
211, Part .0217 at the time of the inspection.
If you have questions regarding this matter please do not hesitate to contact me at (910)
48&2541.
S' ,
Paul E.
Environmental Specialist
In. 1. 1i[
cc: Wilson Spencer, NRCS, Sampson County
Facility Compliance Group
Wachovia Building. Sete 714, Fayetteville. North Carolina 28301-&)43 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer W% recycled/ 10% post -consumer paper

Site Requires Immediate Attention:
Facility No. ag
8,t -- s* / Irlp.
DIVISION OF ENVIRONMENTAL MANAGEMENT
ANIMAL FEEDLOT OPERA71ONS SITE VISITATION RECORD
DATE: , im
Time: AR : ov
1
On e. . + •
Iftysical f r. • / Z_
Type of Operation: Swine _ g Poultry Cattic
Design Capacity: _aQ Number of Animals on Site:
DEM Certification Number: ACE_ DEM Certification Number. ACNEW
Latitude:—Longitude:_
Circle Yes or No
Does the Animal Waste Lagoon have sufficient freeboard of 1 Foot + 25 year 24 hour storm event
(approximately I Foot + 7 inches) Q&r No Actual Freeboard:_,?�t. Inches �oM•u- la�e�r
Was any seepage observed from the lagoon(s)? Yes or l& Was any erosion observed? tYo_ or No (Seepage was
Is adequate land available for spray? Yes or No Is the cover crop adequate? Yes or No Not Evaluated)
Crop(s) being Utilized: (Spray Field or cover crop was not evaluated) _
Does the facility meet SCS minimum setback criteria? 200 Feet from Dwellings? r No
100 Feet from Wells?�es�r No
Is the animal waste stockpiled within 100 Feet of USGS Blue Line Stream? Yes or No*
Is animal waste land applied or spray irrigated within 25 Feet of a USGS Map Blue Line: Yes or No
Is animal waste discharged into water of the state by mart -made ditch, flushing system, orbther
similar man-made devices? Yes or & if Yes, Please Explain.
Does the facility maintain adequate waste management records (volumes of manure, land applied,
Way irrigated on specific acreage with cover crop)? Yes or NO(Waste management records were not
Additional Comments: reviewed)
This wasa very brief ins-ection._a more thorough inspection will be canductad in h--f= e.
Please contact MEM should any condition arise that poses a danger to surface waters.
* This farm was not located on a USGS TQPG ms2 to determine `.'Blue Line" status.
If Zou have questions concerning this report please do not hesitate to.contact the inspector
at [phone]. Please contact the inspector if the above information is incorrect.
Nam
Signature
cc: Facility Assessment Unit Use Attachments if Needed.

• Magi -ice ED, N�iyarii.�Y
tYGiai►Y. - -
SUBM=f not, Of Vlrolatian -
swim
�iastaWtar 8prslan
r gasps= camtr
Dear ter. hest
as a rawlt of-a.vitfsan c=plaint, argiM ester gmilty-vialatfms
hog as loose Ce,. Dll
DM J&Mts, 1 Sngianess; 2'ayattavilts �eagionax _
r Oftl ate, rids an is eselgatiaa of yaw -- boq - !a= Opttatlon oo Awn -16, 1f8o:
j%4 you could not; be reached on that diy.. Wm, %Ifs ed - the fit-,
vi6tlgaLo= on tea tmar.
vow apitatim Lxatsd ddtl S.R.li70 in , mmut" or _
tsly f: pigs,-siivsd by two •{2) - s •in. soles 'with it man -reads
overflow dtteh Ao an. .tY'fblilaiy .Of CNN's Scrip: 800IO2taken by
- the ianatlgatOa' iiwill+d of haq Masts; - and analysis yiil+dad a total aolLCOWN
ittL of 12,000/100 al.: thus iadiaatfsg"ttts � Of frog rasta... his
emittedMks .dLsWwaMe is in,vi,alatf+on of. R.C.G.Q.- 1U-215. The q�y
aocaptad trtttDd Of ptsysntfa9 a� a dtschvrgs Ls to periodically mrsad ttts '
uUma uir 61iw fa=laad. ` n Is to .... dad that ym . cantmt yaw, local
agricaltmn . mtmmi3 a. agorae at S92-d791. Ci"io n.. H.C. , !ar turtttar, aasistanaa.
AQdasxlia�ly. `ym. "are booby req iced to p wWo rritian, eotitt eittao m
_ tbLe Otfiea ' by- MW rIS.' 1280, of cwv=Uve measures taksa ' � ° i►lf hi iaatai ts
m"latum, 'l8is lettat La a n_atLfieati,oa of vl+oaatiaa and should not be cOn
etrwd as i ' N"Vor of ,'tnrtboa at satimt. "-wind inch satiety be
dad neasomm _ ym rill - be aatiliw e
' `&Nmdd yo�t Davo any quesl3aas, plsass coataat f. 'Jaoabs at d88w3561.`
move Y eagto�l•�p ar
*as
r�atta►ills �rgho�tal - olllas - � -

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
Ted West
Ted West Farm
RR 2 Box 130
Roseboro NC 28382
SUBJECT: Operator In Charge Designation
Facility: Ted West Farm
Facility ID#: 82-377
Sampson County
Dear Mr. West:
fti
E)a H NF
NOV 19 1996
FAYIE I TOJiLLE
PPR OFFICE
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several'months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
�f
A. Preston Howard, Jr., .E., Director
Division of Water Quality
Enclosure
cc: Fayetteville Regional Office
Water Quality Files
P.O. Box 27687.
Raleigh. North Carolina 27611-7687 Nef, C An Equal opportunity/Affirmative Action Employer
Voice 919-715-4100 50°,6 recycled/10% post -consumer paper

Prestage Farms
D. BASS
377 `,

1
j
�
C