310850_HISTORICAL_20171231

NORTH CAROLINA
Department of Environmental W6

AW S 31 a 8 !;'o
NUTRIENT MANAGEMENT PLAN
Grower(s):
Farm Name:
County:
Farm Type:
Farm Capacity:
Storage Structure:
Storage Period:
Application Method:
Stan Draughon
Farrowood #2
Duplin
Far -Wean Wean -Feed
3600 500
Anaerobic Lagoon
180 days
Irrigation
Feed -Fin
1000
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in 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 whiicc� is' t - f lowed
under DWQ regulations.
JUL 1 6 2009
RECEIVED 1 DENR 1 DVPQY'
AQUIFFRPPO TECTICN SFCTION Page: 1
MAR 16 2009

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. 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.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of 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.):
3600 animals X 3212.0 gal/animal/year = 11,563,200 gallons
500 animals X 222.7 gal/animal/year = 111,325 gallons
1000 animals X 985.5 gal/animaltyear = 986,500 gallons
TOTAL: 12,660,025 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
3600 animals X 5.40 Ibs/animal/year = 19,440.00 Ibs
500 animals X 0.48 Ibs/animal/year = 240.00 Ibs
1000 animals X 2.30 Ibs/animal/year = 2,300.00 Ibs
TOTAL: 21,980.00 Ibs
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_
Page: 2

The following acreage will be needed for waste application based on the crop to be grown,
soil type, and surface application.
Tract
Field
Soil
Crop
Yield
Ibs N
Acres
Lbs NIAc
Lbs N
N
Time to
I
T pe
Code
IAc
/unit
Residual
IAcRuired
�Ib
App�
T2503
1
GoA
D
125.0
11.25
22.76
156.3
3556.25
Mar -July
T2503
-1
1 GoA
L
i
1 1.0
50.00
22.76
50.0
1138.00
, S-April
T1619
5
GoA'
D
125.0
1.25
6.67
156.3
1042.19
Mar -July
T1619
--5
GoA
L
1.0
50.00
6.67
50.0
333.50
S-April
T1619
6
GoA
D
125.0
1.25
1
4.18
156.3
653.13
Mar -July
T1619
-6
GoA
L
1.0
50.00
4.18
!
50.0
209.00
S April
T1619
7
GoA
C
6.5
50.00
3.50
I
325.0
1137.50
Mar -Oct
T1619
-r7
GoA
L
1.0
50.00
3.50
50.0
175.00
S-April
T1619
8
GoA
C
6.5
50.00
2.98
1
325.0
968.50
I Mar -Oct
T1619
-8
GoA.
L
1.0
50.00
2.98
50.0
149.00
S-April
T71604
2
GoA
D
I125.0
1.25
4.85
156.3
757.81
I Mar -July
T71604
-2
GoA
L
1.0
50.00
4.85
50.0
242.50
S-April
T1619
3
GoA
C
6.5
50.00
10.26
325.0
3334.50
Mar -Oct
T1619
-3
GoA
L
1.0
50.00
10.26
50.0
513.00
S-April
T1619
4A
GoA
C
6.5
50.00
2.04
325.0
663.00
Mar -Oct
T1619
-4A
GoA
L
1.0
50.00
2.04
50.0
102.00 1
S April
T1619
4B
GoA
C
6.5
50.00
13.56
325.0
4407.00
Mar -Oct
T1619
--413
GoA •
L
1.0
50.00
13.56
50.0
678.00
S-April
T7165
3A
NoB
C
6.1
50.00
6.89
305.0
2101.45 i
Mar -Oct
T7165
-3A
NoB
L
.1.0
50.00
6.89
50.0
j 344.50
I S-April
Total 77.69
22505.83
Available N
21980.00
*Difference
-525.82
--Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer
annuals. PAN utilization from overseeding is limited to 50 Ibfac as shown in plan.
*A negative number reflects the total lbs of additional nitrogen needed to achieve yields on
acreage listed in chart. A. positive number means additional acreage is required to utilize the
nitrogen produced by the farm.
Page: 3

NOTE:
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
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 sortie parts of North Carolina td have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), 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 reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately 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 the
time smalr grain it 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 cut to a height of
about two inches before drilling for best results.
The following.legend explains the crop codes listed in the table above-
Cr
Dp Code Croa
A
Barley
B
Hybrid Bermudagrass - Grazed
C
Hybrid Ben-nudagrass - Hay
D.
Com - Grain
E
Corn - Silage
F
Cotton
G
Fescue - Grazed
H
Fescue- Hay
I
Oats
J
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
M
Grain Sorghum
N
Wheat
O
Soybean
Lb, N utilized / unit yield
1.6 lbs N / bushel
50 lbs N / ton
50 lbs N / ton
1.25 lbs N / bushel
12 lbs N / ton
0.12 lbs N I lbs lint
50 lbs N / ton
50 lbs N / ton
1.3 lbs N / bushel
2.4 lbs N / bushel
50 lbs N / acre
50 lbs N / acre
2.5 lbs N I cwt
2.4 lbs N / bushel
4.0 lbs N / bushel
Page: 4

Acres shown in the preceding table 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.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 0.84 pounds of plant available nitrogen per animal per year in the
sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 15120,00
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 50.40 acres of land. If you apply
the sludge to corn at a rate of 125 pounds per acre, you will need 120.96 acres of land_
Please be aware that these are only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and
applications.
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, 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 the preceding table_ Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
20
Page: 5

The following is provided as a guide for establishing application rates and amounts.
Tract
Field
Soil
Tye
Crop
Application Rate
inlhr
Application Amount
* inches
T2603
1
I GoA
D
0.40
1.50
T2503
-1
GoA
L
0.50
1.30
T1619
5
GoA
D
0.40
1.50
T1619
--5
I GoA
L
0.50
1.30
T1619
6
GoA
D
0.40
1.50
T1619
^-6
GoA
L
0.50
1.30
T1619
7
GoA
C
0.50
1.30
T1619
-7
GoA
L
0.50
1.30
T1619
8
GoA
C
0.50
1.30
T1619
-8
GoA
L
0.50
1.30
T71604
2
GoA'
D
0.40
1.50
T71604
-2
GoA
L
0.50
1.30
T1619
3
GoA
C
0.50
1.30
T1619
-3
GoA
L
0.50 �
1.30
T1619
4A
I GoA
C
0.50 i
1.30
T1619
-4A
GoA
L
0.50
1.30
T1619
4B
GoA
C
0.50
1.30
T1619
-413
GoA
L
0.50
1.30
T7165
3A
NoB
C
0.50 I
1.30
T7165
-3A
NoB
L
0.50 I
1.30
"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
application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsiability 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 the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount ofwaste per acre and the proper application prior to applying the waste.
Page: 6

Additional Comments:
1. All fields shown as coin with small grain - hay winter crop may be rotated with soybearss and
winter wheat on alternate years: The plan only shows corn/small grain since this is the worse
case for PAN utilization of the two rotations.
2_ This plan incorporates approximately 21 acres from an existing certified nutrient management
plan for the adjacent Farrowood #1 farm, which was designed 12/96. The existing plan can be
modified to incorporate other acreage not in the existing plan, which will more than offset the acreage
used in the new plan. There is approximately 23 unused acres of cleared wettable area in the
tracts used in the e)dsbnq plan. Additionally, owner has a wetland determination which will make
available approximately 7 acres adjacent to existing fields in the plan, and another 27 acres which
is likely Bearable based on NRCS soils information. Thus, owner could conservatively add
enough additional wetted at fequired for the total
of the existing plan and this plan.
3. Acreages of individual fields in this plan are based on actual effective wetted acres as
determined in the irrigation design by others. Required buffers and efficiency reductions were
accounted for in that
Page: 7

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm: FARROWOOD #2
OwnertManager Agreement:
Vwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Vwe 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 nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked_
Uwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This 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.avaiiable for review by NCDWQ upon request_
Name of Facility Owner;
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature: 4-
ST4N 1>24u0uox/
Please Print
I.S
Date
R. Gregory Swain, P.E.
Swain Consulting Services, Inc.
503 Underwood St
Clinton, NC 28328
[phone]
_s`/i� �
Date
N
Page: 8

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct
discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer either owns or has a notarized 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 a notarized agreement with a landowner who is within a reasonable proximity, allowing him/her
the use of the land for waste application. It is the responsibility of the owner of the facility to secure an update of the 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. Actual yields may be used in lieu of realistic yield tables at the discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding
at more than 5 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 Strips)
5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally filled 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 off -site or to
surface waters and in a method which does not cause drift from the site during application_ No ponding should occur in order
to control odor and flies.
8_ Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to depth
that would prohibit growth. The potential for salt damage from animal waste should also be considered.
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 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 surface water. This
distance may be reduced for waters that are not perennial provided adequate vegetative filter strips are present (See Standard
393 - Filter Strips).

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
12, Animal waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by 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 it has been approved as a land applications site by a
"technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates and 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. Lagoon
berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge.
18, If animal production at the facility is 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 preplant with no further applications of
animal waste during the crop season.
21. Highly visible permanent 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 Ievel between the markers. A
marker will be required to mark the maximum storage volume for waste storage ponds.
22. Soil tests shall be made every two years, and a liquid waste analysis shall be taken at least twice each year consistent with
waste utilization plan. Poultry litter shall be tested prior to application. Soil and waste analysis records shall be kept for five
years -
Dead animals will be disposed of in a manner that meets NC regulations.

Michael F. Easley, Governor
COWilliam G. Ross Jr., Secretary
C North Carolina Department of Environment and Natural Resources
o
Coleen H. Sullins, Director
Division of Water Quality
February 8, 2008 ECrt 1VEID
Stan Draughon
PO Box 645 FEB 1 b. 2008
Warsaw, NC 28398 RR
— Vo Re: Farm Constructin -
Farrowood #2
Permit Number: AWS310850
Duplin County
Dear Mr. Draughon:
The Division of Water Quality has received your inquiry via the'General Assembly's Legislative staff
about the issues concerning construction of your permitted swine farm, Farrowood #2, in Duplin County.
Because this farm has an active certificate of coverage (AWS310850), the farm may be constructed in
accordance with the approved Nutrient Management Plan and Certification.
The other questions raised are related to the Swine Farm Siting Act. The Siting Act allows the farm to be
constructed as originally designed and permitted. If any changes to the layout are made during
construction, regarding the size or location of the lagoon, swine houses, or spray fields, those changes will
be subject to the current Siting Act requirements. The Division can offer no guidance on local zoning
requirements or local ordinances that may affect the farm siting.
This letter is intended to confirm the validity, as of the date of this letter, of the permit previously issued
to you, and should not be construed to modify or extend the permit or any conditions or limitations of the
permit. Also, while we are not now aware of anything that would alter the validity of the permit, this
letter should not be taken as a guarantee that some future change in the law or circumstances might not
require a different conclusion.
u
Please contact me at [phone] or keith.laricktg)ncmail.net if you have any questions regarding this
letter.
Sincerely,
Keith Larick
Animal Feeding Operations Unit
cc: Senator Albertson .
George Givens, Legislative Counsel
Jeffrey Hudson
Elizabeth Self
Charles Stehman, Wilmington Regional Office
CO-AFOU Permit File — AWS310850
I���'1tCarolina
�vatura!!y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636. Telephone: [phone]
Internet: bttp:lixvw-w.ncwaterguality.org 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Customer Service: [phone]

NUTRIENT MANAGEMENT PLAN
Grower(s): Stan Draughon
Farm Name: Farrowood #2
County: Duplin
Fans Type: Far -Wean Wean -Feed Feed -Fin
Farm Capacity: 3600 500 1000
Storage Structure: Anaerobic La oon
Storage Period: 180 days RECEIVED
Application Method: Irrigation IA 00 4 20D1
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown_
Several factors are important in 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.
Page: 1
r

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. 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.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of 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.):
3600 animals X 3212.0 gaVanimal/year = 11,563,200 gallons
500 animals X 222.7 gal/animal/year = 111,325 gallons
1000 animals X 985.5 gal/animal/year = 985,500 gallons
TOTAL: 12,660,025 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
3600 animals X
500 animals X
1000 animals X
5.40 ibs/animaVyear =
0.48 lbs/animai/year =
2.30 lbs/animal/year =
19,440.00 Ibs
240.00 Ibs
2,300.00 Ibs
TOTAL: 21, 980.00 Ibs
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.
Page: 2
r

The following acreage will be needed for waste application based on the crop to be grown,
soil type, and surface application.
Tract Field
Soil
Type
Crop
Code
Yield
IAc
Ibs N
/unit
Acres
Lbs N/Ac
Residual
Lbs N
IAc
Ibs N
Required
rime to
T2503
1
1
GoA
D
125.0
1.25
22.76
156.3
3556.25
Mar -July
T2503
--1
GoA
L
1.0
50.00
22.76
50.0
1138.00
S-April
T1619
5
GoA
D
125.0
1.25
6.67
156.3
1042.19
Mar -July
T1619
--5
GoA
L
1.0
50.00
6.67
50.0
333.50
S-April
T1619
6
GoA
D
125.0
1.25
4.18
156.3
653.13
Mar -July
T1619
r --6
GoA
L
1.0
50.00
4.18
50.0
209.00
S-April
T1619
7
GoA
C
6.5
50.00
3.50
325.0
1137.50
Mar -Oct
716191
--7
GoA
L
1.0
50.00
3.50
50.0
175.00
S-April
T1619!
8
GoA
C
6.5
50.00
2.98
325.0
968.50
Mar -Oct
T1619
j -8
GoA
L
1.0
50.00
2.98
50.0
149.00
S-April
T716041
2
GoA
D
125.0
1.25
4.85
156.3
757.81
Mar -July
T71604
-2
GoA
L
1.0
50.00
4.85
50.0
242.50
S-April
T1619I
3
GoA
C
6.5
50.00
10.26
325.0
3334.50
Mar -Oct
T1619
-3
GoA
L
1.0
50.00
10.26
50.0
513.00
S-April
T1619
4A
GoA
C
6.5
50.00
2.04
325.0
663.00
Mar -Oct
T1619
--4A
GoA
L
1.0
50.00
2.04
50.0
102.00
S-April
T1619
4B
GoA
C
6.5
50.00
13.56
325.0
4407.00
Mar -Oct
T1619
I -413
GOA
L
1.0
50.00
13.56
50.0
678.00
S April
T7165
3A
NoB
C
6.1
50.00
6.89
305.0
2101.45
Mar -Oct
T7165
,-3A
I
;
NOB
L
1.0
50.00
6.89
50.0
344.50
S April
Total 77.69
Available N
*Difference
22505.83
21980.00
-525.82
-Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer
annuals. PAN utilization from overseeding is limited to 50 Ib/ac as shown in plan.
*A negative number reflects the total Ibs of additional nitrogen needed to achieve yields on
acreage listed in chart A positive number means additional acreage is required to utilize the
nitrogen produced by the fans.
Page: 3

NOTE:
This plan does not include commercial fertilizer. The fans should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), 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 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 twoto three times during the season, depending on the
time smair grain iis planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over, broadcasting. Bermudagrass shouldbe grazed or cut to a height of
about two inches before drilling for best results.
The following :legend explains the crop codes listed in the table above:
Crop Code CroQ
A
Barley
B
Hybrid Bermudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D�
Com - Grain
E
Corn - Silage
F
Cotton
G
Fescue - Grazed
H
Fescue - Hay
I
Oats
J
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
M
Grain Sorghum
N
Wheat
O
Soybean
Lbs N utilized / unit yield
1.6 lbs N / bushel
50 Ibs N / ton
50 lbs N / ton
1.25 lbs N / bushel
12lbs N1ton
0.12 lbs N ! lbs lint
50 lbs N / ton
50 lbs N / ton
1.3 lbs N 1 bushel
2.4 lbs N / bushel
50 lbs N / acre
50 lbs N / acre
2.5 lbs N / cwt
2.4 lbs N / bushel
4.0 lbs N / bushel
Page: 4

Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter anus
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.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 0.84 pounds of plant available nitrogen per animal per year in the
sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 15120.00
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 50.40 acres of land. If you apply
the sludge to corn at a rate of 125 pounds per acre, you will need 120.96 acres of land.
Please be aware that these are only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your siudge waste analysis, soil types, realistic yields, and
applications.
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, 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 the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
Page: 5

The following is provided as a guide for establishing application rates and amounts.
Tract Field
Soil
T pe
Crop
Application Rate !
inlhr ',
Application Amount
" inches
T2503
1
GoA
D
0.40
1.50
T2503 '
-1
GoA
L
0.50
1.30
T1619
5
GoA
D
0.40 ;
1.50
T1619 `
--5
GoA
L
0.50
1.30
T1619
6
GoA
D
0.40
1.50
T1619
--6
GoA
L
0.50 i
1.30
T1619
7
GoA
C
0.50 1
1.30
T1619
-7
GoA
L
0.50 !
1.30
T1619
8
GoA
C
0.50
1.30
T1619
-8
GoA
L
0.50
1.30
T71604i
2
GoA
D
0.40
1.50
T71604
-2
GoA
L
0.50
1.30
T1619
3
GoA
C
0.50
1.30
T1619'
--3
GoA
L
0.50
1.30
T1619 ;
4A
GoA
C
0.50
1.30
T1619 <
-r4A
GoA
L
0.50 i
1.30
T1619;
4B
GoA
C
0.50 I
1.30
T1619 '
--413
GoA
L
0.50
1.30
T7165
3A
NoB
C
0.50 '
1.30
T7165
-3A
NoB
L
0.50 1
1.30
i
'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
application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one That of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsiability 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 the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
Page: 6

Additional Comments: -
1. All fields shown as Corn with small grain_- hay winter crop may be rotated with soybeans and
winter wheat on alternate years:_ The plan only shows corn/small grain since this is the worse
case for PAN utilization of the two rotations.
2. This plan incorporates approximately 21 acres from an existing cert fled nutrient management
Dian for the adjacent Farrowood #1 farm. which was desianed 12/96. The existing plan can be
modified to incorporate other acreage not in the existing plan, which will more than offset the acreage
used in the new plan. There is approximately 23 unused acres of cleared wettable area in the
tracts used in the existing plan. Additionally, owner has a wetland determination which will make
available approximately 7 acres adjacent to e)dstin�fields in the plan, and another 27 acres which
is likely clearable based on NRCS soils information. Thus, owner could conservatively add
enough additional wetted acreage to allow as much as 25 acres above that required for the total
of the existinq plan and this plan. T
3. Acreages of individual fields in this plan are based on actual effective wetted acres as
determined in the irrigation design by others. Required buffers and efficiency reductions were
accounted for in that design.
Page: 7

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm: FARROWOOD #2
Owner/Manager Agreement:
ltwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Vwe 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 nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
ltwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
.must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This 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 byNICDWQ upon request
Name of Facility Owner: _ S rAA be04U-&140X11
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature: 4
Please Print
Date
R. Gregory Swain, P.E.
Swain Consulting Services, Inc.
503 Underwood St.
Clinton, NC 28328
[phone]
�/ice p
Date
Page: 8

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. .animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct
discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer either owns or has a notarized 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,
heishe shall provide a copy of a notarized agreement with a landowner who is within a reasonable proximity, allowing hirn/her
the use of the land for waste application. It is the responsibility of the owner of the facility to secure an update of the 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 Ievel of management, unless there are regulations that restrict the rate of
application for other nutrients. Actual yields may be used in lieu of realistic yield tables at the discretion of the planner_
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year_ Waste may be applied to land that is eroding
at more than 5 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 Strips)
5. Odors can be reduced by injecting the waste or disldng after waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland.
When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur off -site or to
surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to depth
that would prohibit growth. The potential for salt damage from animal waste should also be considered.
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 releasers
nutrients. Waste shall not be applied more than 30 days prior to planting of a crop or forages breaking dormancy_
11. Arry new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the land area
orno 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 tlran
swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than 25 feet to surface water. This
distance may be reduced for waters that are not perennial provided adequate vegetative filter strips are present (See Standard
393 - Filter Strips).

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
12. Animal waste shall not be applied closer than 100 feet from wells_
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by 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 it has been approved as a land applications site by a
"technical specialist"_ Animal waste applied on grassed waterways shall be at agronomic rates and 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_ Lagoon
berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is 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 preplarst with no further applications of
animal waste during the crop season-
2 1. Highly visible permanent markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping
volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage ponds.
22. Soil tests shall be made every two years, and a liquid waste analysis shall be taken at least twice each year consistent with
waste utilization plan. Poultry litter shall be tested prior to application_ Soil and waste analysis records shall be kept for five
yam,
Dead animals will be disposed of in a manner that meets NC regulations_

o C� w A L`Zc?
i - 1 J
0 v4ll:� "'
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007 Ftr' EIS
William Stan Draughon
Farrowood #2 JUN 2 6 Z007
PO Box 645
Warsaw, NC 28398
Subject: Certificate of Coverage No. AWS310850
Farrowood #2
Animal Waste Management System
Duplin County
Dear William Stan Draughon:
In accordance with your application received on 4-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to William Stan Draughon, authorizing the operation of the subject
animal waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Farrowood #2, located in Duplin County, with an animal capacity of no greater
than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 1000 Boar/Stud: 0
Wean to Feeder: 500 Farrow to Wean: 3600 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
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 replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition 111.19 does not apply.
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. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pay
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwateraualitv.orQ Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer-50% Recyded110% Post Consumer Paper
No Carolina
�tura!!y
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of.the facility.
Per 15A NCAC 02T .0111(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.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements; of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
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 Wilmington Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-395-3900. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Duplin County Soil and Water Conservation District
Wilmington Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS310850

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Stan Draughon
Farrowood #2
PO Box 645
Warsaw NC 28398
50!__
Y
T,
Dear Stan Draughon,
January 3, 2006
Michael F. Easley, Governor
William 0. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
SAS .1 4U46
Subject: Notification for Phosphorus Loss Assessment
Farrowood #2
Permit Number NCA231850
Facility 31-850
Duplin County
There is a condition in your recently issued Animal Waste Management General NPDES Permit
addressing phosphorous loss standards. The permit condition quoted below states that if the state or
federal government establishes phosphorus loss standards your facility must conduct an evaluation within
180 days. The Federal Natural Resources Conservation. Service has now established this standard. A
computer -based program was developed to determine how much phosphorus was being lost from
different fields. Instructions on how to comply with this requirement are provided below.
In accordance with your NPDES Permit Number NCA231850 Condition 1.6, your facility must now
conduct a Phosphorus Loss Assessment. Condition I.6 states:
"if prior to the expiration date of this permit either the state or federal government establishes
Phosphorus loss standards that are applicable to land application activities at a facility operating
under this permit, the Permittee must conduct an evaluation of the facility and its CAWMP under
the requirements of the Phosphorus loss standards to determine the facility's ability to comply .
with the standards. This evaluation must be documented on forms supplied or approved by the
Division and must be submitted to the Division. This evaluation must be completed by existing
facilities within six (6) months of receiving notification from the Division.
Once Phosphorus loss standards are established by the state or federal government that are
applicable to facilities applying to operate under this permit, no Certificate of Coverage will be
issued to any new or expanding facility to operate under this permit until the applicant
demonstrates that the new or expanding facility can comply with these standards."
The method of evaluation is the Phosphorous Loss Assessment Tool (PLAT) developed by NC State -
University and the Natural Resources Conservation Service. PLAT addresses four potential loss
pathways: leaching, erosion, runoff and direct movement of waste over the surface. Each field must be
individually evaluated and rated as either low, medium, high or very high according to its Phosphorus
lVo `itttCamlina
Naturally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state-ne.us 2728 Capital Boulevard - Raleigh, NC 27604 Fax (919) 7t5-0588 1-877-623-6748
Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Regtded/10% Post Consumer Paper

Stan Draughon
Page 2
January 3, 2006
loss potential. The ratings for your farm must be reported to DWQ using the attached certification form.
The PLAT forms must be kept as records on your farm for future reference.
From the date of receipt of this letter, a period of 180 days is provided to perform PLAT and return the
certification form to DWQ. Only a technical specialist who has received specific training may perform
PLAT. You are encouraged to contact a technical specialist now to run PLAT on your farm. Your local
Soil and Water Conservation District may be able to provide assistance. This information on the attached
form(s) must be submitted within 180 days of receipt of this letter to:
Animal Feeding Operations Unit
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
NPDES permitted farms will need to have implemented a nutrient management plan which addresses
phosphorus loss before the next permit cycle beginning July, 2007. If you have any fields with a high or
very high rating, then your waste utilization plan will require modifications. The purpose of performing
PLAT this early is to allow adequate time for making waste plan modifications where necessary. With
the next permit, continued application of waste will not be allowed on fields with a very high rating. For
fields rated high, only the amount of phosphorus projected to be removed by the harvested crop. For low
and medium ratings, phosphorus will not be the limiting factor. Once the PLAT evaluation is completed
on your farm, you will know if you have fields that need further work. You are encouraged to begin
developing and implementing a strategy to deal with any issues as soon as possible.
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 Statue or permitting requirement.
If you have any questions regarding this letter, please do not hesitate to contact me at (919) 71 :67-6697 or
the Wilmington Regional Office at [phone].
Sincerely,
Paul Sherman
Animal Feeding Operations Unit
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File 31-850

O�OF W A T �RQG
r
o '<
July 7, 2005
CERTIFIED MAIL # 7004 0750 0000 5300 3563
RETURN RECEIPT REQUESTED
Stan Draughon
PO Box 645
Warsaw, NC 28398
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Re: Notice of Violation/Notice of Intent
Animal Facility Annual Certification Form
Farrowood #2
NPDES Permit No. NCA231850
Duplin County
Dear Mr. Draughon:
Alan W. Klimek, P.E. Director
Division of Water Quality
You are hereby notified that, having been permitted to have an animal waste management system
NPDES permit pursuant to NCGS 143-215.1 and Section 402 of the Clean Water Act, you have
been found to be in violation of your permit.
The General NPDES Permit, Condition II1.12 states:
"An annual certification report shall be filed with the Division's Central Office and
appropriate Regional Office by March 1 of each year for the previous year's activities on
forms provided by the Division. If the facility was not in compliance, the annual
certification must be used to summarize all noncompliance during the previous year,
actions taken or actions proposed to be taken to resolve noncompliance and explain the
current compliance status of the facility."
As of today, DWQ has still not received the Annual Certification Form for this farm.
Required Corrective Action:
Please respond to this request by filling out the attached Annual Certification Form for the year
2004 as required by your NPDES permit. To avoid possible enforcement action for a violation
of your permit, return by thirty (30) days to the following address:
Keith Larick
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: http://h2o.mr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604
i�orthCarolina
Naturally
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Draughon
Page 2
July 7, 2005
Be advised that this office is considering recommending assessment of civil penalties to the
Director of the Division of Water Quality if the Annual Certification Form is not completed and
returned within thirty (30) days. The Division of Water Quality has the authority to levy a civil
penalty of not more than S25,000 per day per violation. Information submitted will be reviewed
and, if enforcement is still deemed appropriate, will be forwarded to the Director with the
enforcement package for his consideration.
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 Statue or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Chester Cobb at
[phone] or Keith Larick at [phone].
Yours very truly,
(2,:�4. �
Charlie Stehman
Environmental Supervisor I
cc: DWQ Wilmington Animal Files 31-850
APS Central Files
Kraig Westerbeek, Murphy -Brown
John College, DSWC-WiRO
Billy Houston, Duplin County Soil and Water Conservation District
S:1WQSIANIMALSIDUPLIN12005131-850 NOV

�altursion:of Water;Quality
O.Division:of-Soil and Water Conservation
O Other.Agency.
Type of Visit O Compliance Inspection O Operation Review O Lagoon Evaluation
Reason for Visit O Routine O Complaint O Follow up O Emergency Notification O Other ❑ Denied Access
Facility Number 31 850 Date of Visit: 11/1712{)00 'filne: 13:Q0 Printed on: 11/17/2000
O Not Operational O Below Threshold
® Permitted ❑ Certified ❑ Conditionally Certified ❑ Registered Date Last Operated or Above Threshold:
Farm Name: FaI:1.m.00MAZ...................... . County: D.UpIku ....................................
Owner Name: Stan ................... .----------- VicaughM ------------------------------------- Phone No: g1k.Z914673........................ ---------•--•--•---
Facility Contact: - - - .... -- - Title: Phone No: - -- - -
MailincyAddress:.Q.Q..- 012a.69�.....................................•-----------............................................ Warmm.NC ........................................................... 2.83.9.8 ..............
Onsite Representative: -------------------- ------------------------ -•-------------------------------- integrator: Mj)xphx.F4Mjky.k:;jxlt'5------------------•--•--•---
Certified Operator--- -- -- -- -- -- -- -- -- -- -- -- -- - ---- -- -- ---- -- -- -- -- -- -- -- -- -- Operator Certification Number: - -- -- -- -- -- -- -- -• -- --
Location of Farm:
'rom the intersection of Hway 24 and Hway 117 take Hway 24 east for 0.6 miles to intersection of Hway 50 and SR1300.
rake SR 1300 for 1.5 miles to farm entrance on left. T
M Swine ❑ Poultry ❑ Cattle ❑ Horse Latitude 35 • O16 F-17 6, Longitude
Design Current
Swine Capacity Ponulation
® Wean to Feeder
500 '
® Feeder to Finish
1000
® Farrow to Wean
3600
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
......... _
Design Current Design Current
Poultry Capacity Po ulation Cattle Capacity Po ulation
❑ Layer I I I JE1 Dairy
❑ Non -Layer I I JE1 Non -Dairy
❑ Other
Total Design Capacity 5,100
Total SSLW 1,708,800
Number of Lagoons ❑ Subsurface Drains Present ❑ Lagoon Area JE1 Spray Field Area
Holding Ponds / Solid Traps JE1 No Liquid Waste Management System
Discharlics & Stream impacts
1. Is any discharge observed from any part of the operation? ❑ Yes ❑ No
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. lipdischarge is observed, was the conveyance man-made? ❑ Yes ❑ No
b- if discharge is observed, did it reach Water of the State? (ifyes, notify DWQ) ❑yes ❑ No
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (if yes; notify DWQ) ❑ Yes ❑ No
2. Is there evidence of past discharge from any part of the operation? ❑ Yes ❑ No
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge? ❑ Yes ❑ No
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway ❑ Yes ❑ No
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Identifier:......................................................
Freeboard (inches):

5/0
Continued on hack
Facility Number: 31-850 Date of Inspection 11/17/2fl00 Printed on: 11/17/2000
5. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion,
❑ Yes
❑ No
seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed through a waste management or
closure plan?
❑ Yes
❑ No
(If any of questions 4-6 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenance/improvement?
❑ Yes
❑ No
8. Does any part of the waste management system other than waste structures require maintenance/improvement?
❑ Yes
❑ No
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings?
❑ Yes
❑ No
Waste Application
10. Are there any buffers that need maintenance/improvement?
❑ Yes
❑ No
11. Is there evidence of over application? ❑ Excessive Ponding ❑ PAN ❑ Hydraulic Overload
❑ Yes
❑ No
12. Crop type
13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CA WMIT
❑ Yes
❑ No
14. a) Does the facility lack adequate acreage for land application?
❑ Yes
❑ No
b) Does the facility need a wettable acre determination?
❑ Yes
❑ No
c) This facility is pended for a wettable acre determination?
❑ Yes
❑ No
15. Does the receiving crop need improvement?
❑ Yes
❑ No
16. Is there a lack of adequate waste application equipment?
❑ Yes
❑ No
Required Records & Documents
17. Fail to have Certificate of Coverage & General Permit readily available?
❑ Yes
❑ No
18. Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(iel WUP, checklists, design, maps, etc.)
❑ Yes
❑ No
19. Does record keeping need improvement? (ie/ irrigation, freeboard, waste analysis & soil sample reports)
❑ Yes
❑ No
20. Is facility not in compliance with any applicable setback criteria in effect at the time of design?
❑ Yes
❑ No
21. Did the facility fail to have a actively certified operator in charge?
❑ Yes
❑ No
22. Fail to notify regional DWQ of emergency situations as required by General Permit?
(iel discharge, freeboard problems, over application)
❑ Yes
❑ No
23. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
❑ Yes
❑ No
24. Does facility require a follow-up visit by same agency?
❑ Yes
El No
25. Were any additional problems noted which cause noncompliance of the Certified AWMP?
❑ Yes
❑ No
No violations or deficiencies were noted during this visit. You will receive no further
correspondence about this visit.
Comments (refer to question 4): Explain -any -YES answersand/or any recommendations or any other comments.
Use drawings of facility to better explain situations.- (use additional pages as necessary):
spoke to Mr. Draughon by telephone on l 1/17/00 and he informed me that this farm has not been constructed.
I&
Rcvicwcr/Inspector Name Stonewall Mathis
s

Reviewer/Inspector Signature: Date:
5100
Date of Inspection 11/17/2000 Printed
on: 11/17/2000
Facility Number: 31-854
Odor Issues
26. Does the discharge pipe from the confinement building to the storage pond or lagoon fail to discharge at/or below
❑ Yes
❑ No
liquid level of lagoon or storage pond with no agitation?
27. Are there any dead animals not disposed of properly within 24 hours?
❑ Yes
❑ No
28. Is there any evidence of wind drift during land application? (i.e. residue on neighboring vegetation, asphalt;
❑ Yes
❑ No
roads, building structure, and/or public property)
29. Is the land application spray system intake not located near the liquid surface of the lagoon?
❑ Yes
❑ No
30. Were any major maintenance problems with the ventilation fan(s) noted? (i.e. broken fait belts, missing or
or broken fan blade(s), inoperable shutters, etc.)
❑ Yes
❑ No
31. Do the animals feed storage bins fail to have appropriate cover?
❑ Yes
❑ No
32. Do the (lush tanks lack a submerged fill pipe or a permanent/temporary cover?
❑ Yes
❑ No
inents and/or
J

County
Eon
ner
Stan IDraughon
Manager
Address
PO Box 645
Warsaw NC F8398
Location
Permitted
Farm Name
f r arrowoou TL I
Phone Number: —
essee
Region
. ,RI,ARIII • ITIRO • 1t T ' • TT
oFROo .. o WIRO
.from the. intersection-o way 'an . way. .take ay east. or.. :mi es intersectwQn way.
B)MO NIt�m;-.Tak�-SR)Mgrot-1:s pii[es'to:fkr1i a tra ce o� Ieft;
.... ....
Certified Operator in Charge Certification #
Backup Certified Operator Certification #
Comments
Date inactivated or closed
M Swine p Poultry p Cattle p Sheep p Horses p Goats p None
Design Capacity �a�Tramni

a a
cr
nical Gregory Swain
alis
ra o Murphy Family Farms
p Request to be removed p Removal Confirmation Recieved
Comments '®
Regional DWQ Personnel Assigned to Facility'd
Date Record Exported to Permits Database
Higher Yields
Vegetation
Acreage
Other
Basin Name:

ANIMAL PERMIT 'TRACKING
GENERAL INFORMATION
Permit Number
County Number
Facility Number
Farm Name arrow -woo ow arm Owner First Name
Address 9'.,_r.: 7o- _ Owner Last Name
CityState arsaw , County
Zip Code 883, Facility Contact
Phone Type of Application
Location -arrn oca ion: w. o mi es on e .
Region t}" Reg. Animal Contact
Regional Supervisor Iltck. ; i�ce.r
Regional Street � f *-ar ina -.nve -- ensign
Regional City , i ml ton Regional State
Regional Zip Regional Phone
Application Sent
Mail Rcvd.
Application Due
Application Rcvd.
Acknowledged
Reviewed
Returned
Denied
Issued
End Stat. App. P.
TRACKING INFORMATION
Region Comm. Reqs.
Region Comm. Rcvd.
Ot. Agency Com Reqs.
Ot. Agency Com Rcvd.
Add —in. Reqs.
Add in. Due
Add —in. Rcvd.
State Contact
Contact Phone
FACILITY INFORMATION
Reviewer
Manager IMarclZCra Available Acres
Lessee Required Acres
Integratorhy�,y �arn-ms Lagoon Total Capcity
Number of Lagoons
Today's Date 8/28/97

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State of North Carolina
Departnpent of Environm
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. Stan Draughon
Farrowwood #1 & #2
PO Box 645
Warsaw, North Carolina 28398
Dear Mr. Draughon:
ECEIVED •
JAN 0 3 2000
CDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCE5
December 28, 1909
Subject: Combination of Swine Waste
Management Systems
Permit Number AWS310057
Permit Number AWS310850
It has come to the attention of the Division of Water Quality during a site visit of the subject
facilities that the swine waste management systems are operated as one system. If these waste
management systems are operated as a combined system it is necessary that one permit be issued
to the combined facility. Currently these facilities are covered separately under the general
permit for Swine Waste Management. In order to combine these facility's permits please submit
a Waste Utilization Plan for the combined facilities. Coverage under the general permit will then
be reissued to the combined facility.
If you have any questions or comments please feel free to contact me at 919-733-5083 extension
502.
Sincerely,
Sue Homewood
Cc: Wilmington Regional Office, Water Quality Section
Non -Discharge Compliance and Enforcement Unit
Permit File AWS310057
Permit File AWS310850
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/I0% post -consumer paper

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
Stan Draughon
Farrowood #2
PO Box 645
Warsaw NC 28398
Dear Stan Draughon:
A 0 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NAXURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-850
Duplin 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. IRRI, IRR2, DRY1, DRY2, DRY3, SLUR1, 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
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincerely,
p
U4;y Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility 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
DEC 31 1%l
James B. Hunt, Jr., Govemo
Wayne McDevitt, Secretary
Steve W. Tedder, Chairman
Stan Draughon
Farrowood #2
PO Box 645
Warsaw NC 28398
E N FR.
Subject: Classification of Animal Waste Management Systems
Facility: Farrowood #2
Facility ID #: 31-850
County: Duplin
Dear Mr. Draughon:
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on
Agricultural Waste, was enacted by the North Carolina General Assembly on June 21, 1996. This bill
requires that a certified operator be designated as the Operator in Charge (OIC) by January 1, 1997, for each
animal waste management system that serves 250 or more swine, 100 or more confined cattle, 75 or more
horses, 1,000 or more sheep, or 30,000 or more confined poultry with a liquid animal waste management
system. Our records indicate that your facility is registered with the Division of Water Quality and meets
the requirements for designating an OIC.
A training and certification program is available for animal waste management system operators. For
information on the training programs please contact your local Cooperative Extension Agent. Operator
certifications are issued by the Water Pollution Control Systems Operators Certification Commission
(WPCSOCC). For information on the certification process, please contact the Technical Assistance and
Certification Unit at [phone]. The type of training and certification required for the operator of each
system is based on the nature of the wastes to be treated and the treatment process(es) primarily used to treat
the animal waste. There are two types of animal waste management systems, type A and type B. Type A
animal waste management systems are generally used to treat waste generated by monogastric animals
which produce a low -fiber waste. Type B animal waste management systems are generally used to treat
waste generated by ruminants and other animals which produce a high -fiber waste. The type of training and
certification an operator receives should correspond with the type of system(s) they intend to operate. For
more information on the classification of your system please contact the Technical Assistance and
Certification Unit.
As the owner of an animal operation with an animal waste management system, you must designate an
Operator in Charge and must submit the enclosed designation form to the WPCSOCC. If you do not
intend to operate your animal waste management system yourself, you must designate an employee or
engage a contract operator to be the Operator in Charge. The person designated as the Operator in Charge,
whether yourself or another person, must possess a currently valid certificate of the appropriate type.
Sincerely,
0. 0 - 74m.
Joseph B. McMinn, Supervisor
Technical Assistance and Certification Unit
cd/AW OIC Designation
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 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
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
June 26, 1998
Stan Draughon
Farrowood #2
PO Box 645
Warsaw NC 28398
•
- - f
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND N.4TuRAL RESOURCES
Subject: Reissuance of Certificate of Coverage
No.AWS310850
Farrowood 42
Swine Waste Collection, Treatment, Storage and
Application System
Duplin County
Dear Stan Draughon:
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on June 2, 1997. In accordance with the issuance of the revised General Permit, we are
forwarding this Certificate of Coverage (COC) to Stan Draughon, 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 Farrowood #2, located in Duplin County, with
an animal capacity of no greater than 500 Wean to Feeder, 1000 Feeder to Finish and 3600 Farrow to
Wean 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, and shall hereby void
COC No AWS310850 dated June 2, 1997. The COC shall hereby incorporate by reference any specific
'conditions of the previous COC issued to this facility. The purpose of this COC is to allow coverage
under the revised General Permit. Please review the revised General Permit (enclosed) and pay
particular attention to Condition I1.10 regarding tree removal from lagoon embankments, Condition Hl.1
regarding inspection frequency of the waste treatment, storage and collection system and Condition 111.6
regarding notification requirements for system failures, spills and emergencies. 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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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Certificate of Coverage AWS310850
Farrowood 42
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. - This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding. .
The subject farm is located in the' Wilmington 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 Katharine Keaton at [phone] ext. 533.
Sincerely,
i
for A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File

State of North Carolina
Depatment of Environment,
Health and Natural Resources RECEIVE
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary BY:
A. Preston Howard, Jr., P.E., Director
June 2, 1997
Stan Draughon
Farrowood #2
PO Box 645
Warsaw NC 28398
LT9�A
9M
s�
EHNR
Subject: Certificate of Coverage No. AWS3I0850
Farrowood #2
Swine Waste Collection, Treatment, Storage
and Application System
Duplin County
Dear Stan Draughon:
In accordance with your application received on May 16, 1997, we are forwarding this Certificate
of Coverage (COC) to .Farm No. 31-850, authorizing the operation of an animal waste collection,
treatment, storage and land application system in accordance with the State's General Permit (attached).
This approval shall consist of the operation of this system including, but not limited to, the management of
animal waste from the Farrowood #2 Farm, located in Duplin County, with an animal capacity of no
greater than 500 Wean to Feeder, 1000 Feeder to Finish, 3600 Farrow to Wean, and 100 Boars and the
application to a minimum of 77.69 acres of land as specified in the Certified Animal Waste Management
Plan (CAWMP).
The COC shall be effective from the date of issuance until December 31, 2001. 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.
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.Q. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

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 Wilmington 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 Mike Lewandowski at [phone] ext. 362.
Sincerely,
S /
A. Preston Howard, Jr.. P.E.
oc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
�- �u , uali ;_Section
Duplin County Soil and Water Conservation—bistrict
Permit Files

State of North Carolina -
Department of Environment
and Natural resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
October 17, 1997
CERTIFIED MAIL
RETURN RECEIPT REQMTED
Stan Draughon
PO Box 645
Warsaw NC 28398
Subject: Farrowood #2
COC No. AWS310850
Duplin County
Dear Stan Draughon:
The subject facility was issued a Certificate of Coverage (COC) on 6/2/97 authorizing the operation
of the animal waste collection, treatment, storage, and Iand application system in accordance with General
Permit No. AWG100000. On Aug. 27, 1997 Governor Hunt signed into law the Clean Water
Responsibility Act. The Clean Water Responsibility Act included several changes to the Swine Farm
Siting Act (Siting Act) including the requirement that all set back distances be met for any swine lagoon or
swine house for which construction commences on or after the effective date of the Clean Water
Responsibility Act (Aug. 27, 1997). Before the Siting Act was amended, it required the set back distances
be met at the time the swine house or lagoon was is ted. The change in siting requirements' may apply to
your farm since construction may not have commenced by - the effective date of the Clean Water
Responsibility Act.
Your farm was permitted prior to the effective date of the Clean Water Responsibility Act;
therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated
and, if necessary, re -designed to meet the new requirements of the Siting Act to' remain. covered under the
General Permit. Within 15 days of the date of this letter, you are requested to submit, notification to the
Division of Water Quality whether the farm was under construction on or before Aug. 27, 1997.
If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified Animal
Waste Management Plan must be submitted to reflect the new siting requirements. Construction not in
compliance with the Siting Act is a violation of State Statutes and the General Permit.
If you have any questions or comments concerning this matter, please contact me at (919) 733-
5083 extension 540.
Sincerely,
Kim�1#--Et��en, Y:J✓:, �1150��""
Non -discharge Permitting Unit
cc: Wilmington Regional Office, Water Quality Section
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

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per MRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 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 NPDES Permit by contacting the staff member listed below for in 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 Wilmington 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 Michelle Barnett at [phone] ext. 544.
Sincerely,
Y_
U
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File NCA231850
Permit File AWS310850
NDPU Files

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
April 9, 2003
Stan Draughon
Farrowood #2
PO Box 645
Warsaw NC 28398
Subject: Certificate of Coverage No. NCA231850
Farrowood #2
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
- Dear Stan Draughon:
On March 14, 2003, the North Carolina Division of Water Quality (Division) issued an NPDES General
Permit for swine facilities. The General Permit was issued. to.enable_swine.facilities in North.Carolina to
obtain coverage under a single permit that addresses both State and Federal requirements.
In accordance with your application received on February 14, 2003, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Stan Draughon, authorizing the operation of the subject animal
waste collection, treatment, storage and land application system in accordance with NPDES General
Permit NCA200000. The issuance of this COC supersedes and terminates your COC Number
AWS310850 to operate under State Non -Discharge Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Farrowood #2, located in DuplinCounty, with an animal capacity of no greater
than an annual average of 500 Wean to Feeder, 1000 Feeder to Finish, 3600 Farrow to Wean swine and
the application to land as specified in the facility's Certified Animal Waste Management Plan (CAWW)_
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 July 1, 2007. 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 General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the'record-keeping
and monitorine conditions in this permit. The Devices to Automatically Stoo Irrieation Events Form
must be returned to the Division of Water Quality no later than 120 days following receipt of the
Certificate of Coverage. The Animal Facility Annual Certification Form must be completed and returned
to the Division of Water Quality by no later than March _Ist of each -Year.
Non -Discharge Permitting Unit Internet httpJ/h2o.enr.state.ne.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper

NUTRIENT MANAGEMENT PLAN
Grower(s):
Farm Name:
County:
Farm Type:
Farm Capacity:
Storage Structure:
Storage Period:
Application Method:
Stan Draughon
Farrowood #2
Duplin
Far -Wean Wean -Feed
3600 500
Anaerobic Lagoon
180 days
Irrigation
Feed -Fin
1000
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in 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.
Page: 1

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. 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.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of 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, M, tons, etc.):
3600 animals X 3212.0 gal/animal/year = 11,563,200 gallons
500 animals X 222.7 gal/animal/year = 111,325 gallons
1000 animals X 985.5 gal/animaltyear = 985,500 gallons
TOTAL: 12,660,025 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
3600 animals X 5.40 IbslanimaVyear = 19,440.00 lbs
500 animals X 0.48 Ibs/animal/year = 240.00 Ibs
1000 animals X 2.30 Ibslanimallyear = 2,300.00 Ibs
TOTAL: 21, 980.00 Ibs
Applying the above amount of waste is a big lob. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
Page: 2

The following acreage will be needed for waste application based on the crop to be grown,
soil type, and surface application.
Tract
Field
Soil
Type
Crop
Code
Yield
IAc
ibs N
]unit
Acres
Lbs NIAc
Residual
Lbs N
IAc
Ibs N
Required
Time to
Apply
T2503
1
GoA
D
125.0
1.25
22.76
156.3
3556.25
Mar -July
T2503
^-1
GoA
L
1.0
50.00
22.76
50.0
1138.00
S-April
T1619
5
GoA
D
125.0
1.25
6.67
156.3
1042.19
Mar -July
T'1619
-5
GoA
L
1.0
50.00
6.67
50.0
333.50
S-April
T1619
6
GoA
D
125.0
1.25
4.18
156.3
653.13
Mar -July
T1619
-6
GoA
L
1.0
50.00
4.18
50.0
209.00
S April
T1619
7
GoA
C
6.5
50.00
3.50
325.0
1137.50
Mar -Oct
T1619
-7
GoA
L
1.0
50.00
3.50
I 50.0
175.00
S-April
T1619
8
GoA
C
6.5
50.00
2.98
325.0
968.50
Mar -Oct
T1619
--8
GoA
L
1.0
50.00
2.98
50.0
149.00
S-April
T71604
2
GoA
D
125.0
1.25
4.85
156.3
757.81
Mar -July
T71604
-2
GoA
L
1.0
50.00
4.85
50.0
242.50
S-April
T1619
3
GoA
C
6.5
50.00
1026
325.0
3334.50
Mar -Oct
T1619
-3
GoA
L
1.0
50.00
10.26
50.0
513.00
S-April
T1619
4A
GoA
C
6.5
50.00
2.04
325.0
663.00
Mar -Oct
T1619
-4A
GoA
L
1.0
50.00
2.04
50.0
102.00
S-April
T1619
4B
GoA
C
6.5
50.00
13.56
325.0
4407.00
Mar -Oct
T1619
-413
GoA
L
1.0
50.00
13.56
50.0
678.00
S-April
T7165
3A
NoB
C
6.1
50.00
6.89
305.0
2101.45
Mar -Oct
T7165
-3A
NoB
L
1.0
50.00
6.89
50.0
344.50
S-April
Total 77.69
Available N
*Difference
22505.83
21980.00
-525.82
-indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer
annuals. PAN utilization from overseeding is limited to 50 Iblac as shown in plan.
*A negative number reflects the total Ibs of additional nitrogen needed to achieve yields on
acreage listed in chart. A positive number means additional acreage is required to utilize the
nitrogen produced by the farm.
Page: 3

NOTE:
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
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 tb have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), 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 reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately 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 the
time smair grain is planted in the fail.
The ideal time to interplant small grain, etc, is late September or early October: Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results_
The following .legend explains the crop codes listed in the table above:
Crop Code Crop
A
Barley
B
Hybrid Bermudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D-
Corn - Grain
E
Corn - Silage
F
Cotton
G
Fescue- Grazed
H
Fescue - Hay
I
Oats
J
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
M
Grain Sorghum
N
Wheat
O
Soybean
Lbs N utilized / unit yield
1.6 lbs N / bushel
50 lbs N / ton
50 lbs N / ton
1.25 lbs N / bushel
12 lbs N / ton
0.12 lbs N / lbs lint
50 lbs N / ton
50 lbs N / ton
1.3 lbs N / bushel
2.4 lbs N / bushel
50 lbs N / acre
50 lbs N / acre
2.5 lbs N / cwt
2.4 lbs N / bushel
4.0 lbs N / bushel
Page: 4

Acres shown in the preceding table 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.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 0.84 pounds of plant available nitrogen per animal per year in the
sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 15120.00
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 50.40 acres of land. If you apply
the sludge to com at a rate of 125 pounds per acre, you will need 120.96 acres of land. .
Please be aware that these are only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and
applications.
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, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to property
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
Page: 5

The following is provided as a guide for establishing application rates and amounts.
Tract Field
Soil
T
Cropinfhr
Application Rate
I Application Amount
"inches
T2503
i
; 1
GoA
D
0.40
1.50
T2503
-1
GoA
L
0.50
1.30
T1619
i 5
GoA
D
0.40
1.50
T1619
--5
GoA
L
0.50
1.30,
T1619
6
GoA
D
0.40
1.50
T1619
-6
GoA
L
0.50
1.30
T1619
± 7
GoA
C
0.50
1.30
T1619
,-7
GoA
L
0.50
1.30
T1619
8
GoA
C
0.50
1.30
T1619
-8
GoA
L
0.50
1.30
T71604
2
GoA
D
0.40
1.50
T71604
-2
GoA
L
0.50
1.30
T1619
3
GoA
C
0.50
1.30
T1619
-3
GoA
L
0.50
1.30
T1619
4A
GoA
C
0.50
1.30
T1619
-r4A
GoA
L
0.50
1.30
T1619
I 4B
GoA
C
0.50
1.30
T1619!
-413
GoA
L
0.50
1.30
T7165I
3A
NoB
C
0.50
1.30
T7165 i
i
-r3A
NoB
L
0.50
1.30
*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
application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsiability 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 the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
Page: 6

Additional Comments:
1. All fields shown as coin with small grain - hay winter crop may be rotated with soybeans and
winter wheat on alternate years. The plan only shows corn/small grain since this is the worse
case for PAN utilization of the two rotations.
2. This plan incorporates approximately 21 acres from an existing certified nutrient management
plan for the adjacent Farrowood #1 farm, which was designed 12196. The existing plan can be
modified to incorporate other acreage not in the existing plan, which will more than offset the acreage
used in the new plan. There is approximately 23 unused acres of cleared wettable area in the
tracts used in the existing plan. Additionally, owner has a wetland determination which will make
available approximately 7 acres adjacent to existing fields in the plan, and another 27 acres which
is likely clearable based on NRCS soils information. Thus, owner could conservatively add -
enough additional wetted acreage to allow as much as 25 acres above that required for r the total
of the e)dsbng plan and this plan. .
3. Acreages of individual fields in this plan are based on actual effective wetted acres as
determined in the irrigation design by others. Required buffers and efficiency reductions were
accounted for in that design.
Page: 7

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm: FARROWOOD #2
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 nutrient management
plan for the farm named above. Ilwe 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 nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be fled on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review byN/CDWQ upon request_
Name of Facility Owner: _ S 7-4A fZ) e/� L( (CIO
Signature: ��% � ,� / t,G� � I ,S~ 9 7
Name of Manager (if different from owner):
Please Print
Signature:
Date
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
R. Gregory Swain, P.E.
Swain Consulting Services, Inc.
503 Underwood St.
Clinton, NC 28328
[phone]
4/ZI--
Date
Page: 8

WASTE_iTILUATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct
discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer either owns or has a notarized 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 a notarized agreement with a landowner who is within a reasonable proximity, allowing him/her
the use of the land for waste application_ It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Flan 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. Actual yields may be used in lieu of realistic yield tables at the discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding
at more than 5 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 Strips)
5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled cropland.
When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur off -site or to
surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to depth
that would prohibit growth_ The potential for salt damage from animal waste should also be considered.
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 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 surface water. This
distance may be reduced for waters that are not perennial provided adequate vegetative filter strips are present (See Standard
393 - Filter Strips).

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
12. Animal waste shall not be applied closer than I00 feet from wells.
11 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by 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 it has been approved as a land applications site by a
"technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates and 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. Lagoon
berms and structures should he inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is 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 preplant with no further applications of
animal waste during the crop season.
21. Highly visible permanent markers shall be installed to mark the top and bottom elevations of the temporary storage (pumping
volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage ponds.
22. Soil tests shall be made every two years, and a liquid waste analysis shall be taken at least twice each year consistent with
waste utilization plan. Poultry litter shall be tested prior to application. Soil and waste analysis records shall be kept for five
years.
Dead animals will be disposed of in a manner that meets NC regulations.

R L�.�f�
I _
Anirl�ai�l,�'Lfa��e na ement Plan Certification
(Please t pe or prin all ' f�rirn that does not require a signature)
Existing or (New) or Expanded (please circle one) - '
General Information:
Name of Faun: _ c rry ooc+� # Z _ Facility No:
Owner(s) Name: S fay Dr -a ua'X 0� Phone No• �/ Z`73 --
Mailing Address: POox t; �4S, I/U� I-- saw.. JVC _ Z S3 9
Fann Location: County Farm is located in: D'/.
Latitude and Longitude: 0 1 1 7'' / 79'd o /'
Please attach a copy of.a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): Frame-, Ttie-- /.,ter�eCtOn �wt, 2�f _� H4..0 //7
Orieration Description:
Type of Shine
No. o Animals
D Wean to Feeder
->Cy
J Feeder to Finish
1222
Z) Farrow to Wean
3620
:a Farrow to Feeder
ZI Farrow to Finish
Type of Poultry . No. of Animals• Type of Cattle
Z2 Layer ❑ Dairy
0 Pullets Z) Beef
No. of Animals
Other T-tpe of Livestock: Number of Animals: -
• _ _� r. J••aiy:yx si
Expanding - Operadon - Only. v
Previous Design Capacity: Addiii6tu fNiign Zt6pac D'
x..< r
Toral Design Capacity: '`
Acreage Available for Application: 7 7- 7 Required Acreage: 7&
Number of Lagoons I Storage Ponds: Total Capacity: T 3�? 73 Cubic Feet (ft3,)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the 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 plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (w'e) know that any modification must be 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 DE_M- or a new certification (if the approved plan is changed) within 50 days of a title transfer.
Dame of Land Owner:
♦ n w . l
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
ANVC -- janunry 1. 1997

-1'ecnnicai Specialist Certification
L 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 Cominission pursuant to 15A NCAC 2H.0217 and l5A7NCAC`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, Sl, WUP, RC, 1), the technical specialist should only certify parts for which they are technically
competent.
II. Certification of Design
CA O�
s N'�.f
A) Collection, Storage, Treatment System o SEAL
Check the appropriate box � . 16415 R
. ❑ Existing facility without retrofit (SD or )VLTP) °oo ,�• ���,,
Storage volume is adequate for operation capacity; storage capability consistent with i I_i EL.'
requirements.
.$� ew expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): t: K 1? F,
Affiliation:
67
Address(Ajency): -,S-03 r_I; j,, _ let[ z 8328 Phone No.: WO - s90 - 27e3
Sig`� nature: - � •_:„_
B) Land Application Site (NVUP)
The plan provides for minimum separations (buffets); adequate amount of land for waste
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): -�
Affliat
Address(Agency): Phone No.:.
Signature:
C) Runoff Controls from Exterior Lots
Check the appropriate box
14 Facility without exterior lots (SD or WUP or RC)
This.facility does not contain any exterior lots.
vA�
Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
accordance with technical standards developed by MRCS.
Fame of Technical Specialist (Please Print)- -S°-�
Affiliation:
Address(Aaency): Phone No. -
Sian=
ANVC — ,January- 1, 1997
pcaouva.Qr,r
'A CA€ OI/
Cam. j -O
SEAL
16415 r
,�N�HNe.rrrn
C A Rpf ,
L� ...r l / e
s•_
Ile SEAL
U O
16415
•. I l�E .•
: 5 - /-s - 9 7

D). Application and Handling Equipment
Check the appropriate box
❑ Existin�zor ex andinn facility with existing waste application 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).
34 New, expanded, or existing facility without existing waste application equipment for spray
irrigation. (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
❑ New, expanded. or existing facility without existingwaste application equipment for land
spreading riot using snrayirrigation, (WLJP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers ctibe2 tained; calibration and adjustment guidance are
contained as part of the plan)_AR
O •• ASS, yy
Name of Technical Specialist (PIease Print}: � � D
•Iwo
Affiliation:ta _ pn. „ ��• � = T -
122
Address(Agency): P_o 6.qg, = PhoneNo.: It-16
Signature:. _/1 J ~: ••'•.NGIN r:••• �++`+ _Date:'
Ic..2.7 - - -
�' <OYD Aa ��•��--
E) Odor Control, Insect_ Con trol.._Mortality Alan asemenT and Emergency Action Plan (SD-
SI, WUP- RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist.
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both
have been evaluated with respect to this site and Best Management Practices to Minimize,
Management Practices to Control Insects have been selected and included in the waste manager
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented
Name of Technical Specialist (Please
A
Address(Agency): Phone No.:
S ianature:_ Date:
Nitansects
Both the`
fa4�ti€.y�.
1 4
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21,1996, when was it constructed or last expanded_
I (eve) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street. or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached.
Name of Land Owner: 5 fv., ra
Signature: Date: S'�/ �` z
Nacre of Alanager(if different from owner):
Signature Date:
ANVC -- January 1, 1997 3

, 05/kS/1997 08:52 9105903550
IKADAN USA. PAGE 01
Drau 9hon Reza l t y& Appra i sa d
v}. �iS�licatir►n and. l��},(llirtQ Ety��ment
Cfrrct; �f+� lJf�/7r()fl1'i177t lin.r
MAY.16.19137 8:5dRM P 2
PHO� E NO. : 910 293 71957
Ij
I
Q xisr' o or ex attdin++ it w xi tini� wastt ui ms•nt (WUk�iir T)
Animal waste application equipment specified in the plan has been leithcr field calibrated or evaluated ib
accordance with existing design charts and tables and is able to apply p?astc as naeessary to accommodate the
waste maraoement plan: (existing application equipment can cover the Area requited by the Flan at rates not to
exceed either the specified hydraulic. or nutrient loading rates, a schedlle for tinning of appticattions has bGct)
established; required buffers can be maintained and calibratioa mod adjuitracut guidance pre contained at put of
the plan). s
J� Zdgu,.-cxoanded. or existinc foci ityt withn "Xistng Wne Aoalica ion eagjpmenLf��sera�v„
jaiC3tidrt_ (1)
Animal waste application equipment specified in the plan has been cl�igned to apply waste as aeccssary to
aeeommadate the wast0 mastagement plan: (proposed application equipmeat 4W cover the art:.a mquurA by the
plan at rates act to exceed either the specified hydraulic or nutrient 10adiag rates; a schedule for tisniog of
applications has bees established; "uircd buffers can be mainWood; calibration and adjustment guidance sec
contained as part of the plaa).
mow_ 7Lpan qd. nr ex�iag facility with+�y�stingLvAgpd!agglication enuinment far ]and
inSpray irription,(7UP or I)
Animal waste application equipment specified iu the plan bas been sclectad to apply waste as necessary to
accommodate the wake management plan: (proposisd application equipment Can cover the am require by ibc
plan at rates not to exceed chber the specified hydraulic or nutrient Idading rates; a schedule for timiug of
applications has been established; required buffers c gtivp/q* W ad: c4libration and adjustrnzat guidance are
contained as put of the plan). C.AJga/���ii
Name of Technical Spedalist (Please Print).--'- - "
•a
Affiliation:SEAL
IZZIJ
Addzcss(Agency): hone No.;
HG1 N•
Signature-, • .Date-
Mr.- • 1 • 2 _.,
ON
E) t l Insect Coj2tMl, MortalityaAction Plan (SD.
The waste management plan for Ws facility includes a Waste Maagement 04r Control Checkllttfbys
s
Checklist. a Mortality Management Checklist and ao Emergency Action Plats. Sources of both
have been evaluated with respect tothis rite and Best Msnagcm=t Practices to MiniManagement Practices to Control Insectshave bees selected acid included in ate waste menaoth Lbt
Mortality Management Plan and the i mm3wncyAction Plan are complete and can be imple Name of Technical Specialist (PleasePrint):e
Affiliation: aJ«.
S` ?�
Address(Agency)-!62 L4-,.4 /Vc 24=32-15' - Phone No.: i�v ~ a ^•��e
Signature:C t17 Anti.. r �JU I?ttie: /s
F} WrIttSn NSIHMoflti'er. r ExpaUding S%vine Farm
The following signature block Is only to be used for new or expanding swine farms that Ngirt constrocttan alter June
21. 1996, If the facility was built before June II, 1996, when %ras it constructed or lsfst erpslndac�
i (aye) ccrtifp that l (we) have attsmpttd to contact by cenifcd mail all adjoining property owners and all property owners
who own property located across a public road. street, or highwa)• from this new or exgatiding swine ft►-M 'Ibis 1106Ce was In
compliance with the requirements of NCOS 106,805. A copy of the notice and at list of 0a property ownas notified is
attachtd. I
Name of Land Owner:
Signatu
\'grate of Manager(if different from owner):
Signature
A 11'C -- January l ,1997
3
Date:
te:
I/.

SWINE FACILITY
WASTE MANAGEMENT PLAN
-_j 1
" 5
:J: -rTl
OWNER'S NAME Stan Draughon�T�
ADDRESS P. O. Box 645 l-'^
Warsaw. NC 28525 _
PHONE NO. (9I0) 293-4673
FARM NAIL FARROWOOD #2
LOCATION Approx. 2 mi. east of Warsaw on Wards
Bridge Rd (SR 1300), , Duplin County
FARM 3600 Sow Farrow -to -Wean with 500 Head
DESCRIPTION Nursery and 1000 Head Finishing
INTEGRATOR MuMhv Family Farms. Inc.
(IF APPLICABLE) -
DESIGNED BY: R. Gregory Swain, P. E.
Swain Consulting Services, Inc.
503 Underwood St.
Clinton, NC 28328
[phone]
NC License No. 16415

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iL��l, �, ., tx_si.4•��,`Y•�1ytiV}�, . �I .� -� ei�i''__`M<��Nai ' ,. . ..,. Yf � ,�
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145 itAr A
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--------- w.
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(WTRQ)
:
167 (OS d HILL 1-62500) J'69 1 F71 0 WERIOR-0901AA11" BUR
�.­' e- 63631 '72
-:SCALE 1:24000 MILE ROAD CLASSIFICATION '.
1
0 1
Primary highway, Light-dutyioadA'a
)0 0 1000.. 26�Dor.. 3000 4000..-. s" 6000 7000 FEET hard surface improved surface.:. 0'. Secondary highway,
Wd'�urface .... . . ............... U
0iry nlMproVel'.Lo.�...:N��
U R: I N RYA .'5 FEET L
road
CONTOUR E
!S1
ODET(C'-. VERTICAL- DATU WOF, 1626::."
N' AT'I 0 N E" Interstate'Route
H_"

�5
A
9

l�
U
2
�C.
J
3

tl
tl u
\ 15 ¢ J
undetermined.~ VV
Flood Boundary
Floodway Boundary
Zone D Boundary
Boundary Dividing Special Flood
Hazard
Zones, and Boundary
Dividing
Areas of Different
Coastal
Base Flood Elevations
Within
Special Flood Hazard
Zones.
513 Base Flood Elevation Line; Eie-
vacion in Feet'
D D Cross Section Line
(EL 987) Base Flood Elevation in Feet
Where Uniform Within Zone*
RM7X Elevation Reference Mark
•M1.5 River Mile
*Referenced to the National Geodetic Vertical Datum of 1929
NOTES
This map is for use in administering the National Flood Insurance
Program; it does not necessarily identify all areas subject to flooding,
particularly from local drainage sources of small size, or all
planimetric features outside Special Flood Hazard Areas.
Certain areas not in the Special Flood Hazard Areas may be
protected by flood control structures.
Boundaries of the floodways were computed at cross sections and
interpolated between cross sections. The floodways were based on
hydraulic considerations with regard to requirements of the Federal
Emergency Management Agency.
Floodway widths in some areas may be too narrow to show to scale.
Refer to Floodway Data Table where Floodway width is shown at
1/20 inch.
Coastal base flood elevations apply only landward of theshoreline.
Elevation reference marks are described in the Flood Insurance Study
Report -
Corporate limits shown are current as of the date of this map. The
user should contact appropriate community officials to determine
if corporate limits have changed subsequent to the issuance of this
map.
For adjoining panels, see separately printed Map Index.
MAP REPOSITORY
County Courthouse, Kenansvilfe, North Carolina- [Maps available
for reverence only, not for distribution.]
INITIAL IDENTIFICATION-
FEBRUARY 24, 1978
FLOOD HAZARD BOUNDARY MAP REVISIONS:
FLOOD INSURANCE RATE MAP EFFECTIVE-
JULY 4, 1989
FLOOD INSURANCE RATE MAP REVISIONS:
To determine if flood insurance is available. contact an insurance
agent or call the National Flood Insurance Program at [phone].

United States Natural
�\ }� Cecartaient of Rescurces
Agricuitura Ccnservatcn
Service
NC-CPA-1?
RE%/. T, 2-9e
WaSI".c. ]L�`z�G'�.�iYE F�C'1s.I2Y Silo EY�,i�.i.TiflN
NAME 5�� ti pry �n �on �I r. rr�.Jcr�) L^C.�iiON SR ! 3 0 0
'e.D. X n c
W,n — NJC
4 L I3 $= OFERA70N oa S.w �.,--/ut.,-
LOCkTION DATA
DIS;ANC .FROMYr. R=R<SME CENOTOWN=- BYP1LCDC;C'-r1>a5-iD0F-r.
D LS TIANCZE FROM NE.AREST?L7BUC F.- = JTY (weal, Sauey crpo o FT.
IS SLTr WM:MN ICV{BAR FLOW) PLADV
Y'F.S NO
If ye7, MRCS csat;ot provide issistanta
iS ST AT ISASI' 100 :% FRO M A -3UM Lam- PC-21--� STREA4f?
Y': S .�,z YO
If no, site must be mlocnted.
IS S t WTT_3LY 13e=- EONZ G ILZIS01CTION O F A IMNNIC2 4L=
YES _ NO z
If yes, landowner should coasult with Iac:al =niag Board about required
permits Permits must be obtained prior :o design approval,.
ARE Tj7M iZr$ aV CONSiR[: C-CN . k?
YES , NO
If yes, see Part S03 of the Nadanal Engineering Manual and follow pallcy.
(Capies of maps or other reference materiais may be arached to site
craivadon.)
ya-MUNDS
w-ML SM. VVOLVE WOO OLAND 04 A2,'C NiCN-C%CPr. ND7 Y'-S � NO
If yes, producer mast complete Farm MRCS -CPA. 3& (Request for Certified
Wetland Determinstioa/Dellneadon).
WI LALMON.RMV1-NLLSWAIGSUTi-1.4G? Ya Yfl
IF WEr"NDS A?-E- i'NVOL IME ,17IS iT RESPO1,4SZ3I1-' . OF 721Z PRODUCERTO CONTACT= us ARW Cou OF
ENGu'`TMS AND T:-= DIVLSION OF '-ZW=N&=.iL I[ANACZ3,M-Cr TO DFrMMMi rR IF ?--U iS AR-- rR--gU A.?J.
=- W=-A,%TDS ARE Of VOI ED, LYE ?RCDUC= SHC EMD NOT CLEAR ANY LiND UPr[MA W'TL 1M DEL*VF�LTION
LS �=F-
MRCS will provide tecSnial assistance in wetlands only under the following conditioas For natural wetland
inclusions less than one xtre in size, MRCS wM provide assistance only If the funa#atcs and values Ion arc fstav
mitigated. for natuml wetlands greater than one ac- in six MRCS will provide assistance only after a
rigorous sequencing prvc_ss to include avoidance, mini*^imrlon of impacm, and compeasntory mitigadan is
=rried out in that order of orzfereaca.
ODOR CMrrROL
=�S ODOR CONTROL BE-\( DISCL' ZD WTics MCDUC�
• PR�'1C&CVANYC W-LYD DEC L ION? Y'.S _ 1440 _
• P4SC iYRG�rG L:GCQN'zTil ; ZESIi W �,—� :'0 iT i% Y NO
OF L:-E CAPACri C7
• US:NG GCC0 SOUND iLTCIIEV i N" LAuND .A-0?UCA7!0N YFS7 T- :40
OF W.A�"i'"---

' NC-CPA-17
page 2
oti - eN-viRd gxF-`sT.L FACTORS
iS r--ND NGF-LM AND/OR 7HZtELlr»YED SPEC MSS'd:V1,7 YES_ NO
IS A DFSIGYAir`Y,] ; FA71-U AL. SC CIC AREA. NC=FM V THE ?"%T,% Wrr AREA OR
WILL ?CANNED AC 1 iONS 2,17.k= ON AN ADJAC---%i NA=ILAL SC_S.YIC ARE,V YES NO
L.SANARCx.AE.OLJGICALOR_11 ►ORICALSIizLCCA -T' NTi-'?L.�,`iYMAFw-k? Y:-S— NO
ARE inr. ?R.1' {- U`41gU . S 7AZZ OR LOCALLY ML CR ,;.-r, FAR.tl"VMS IN T:= Y= S NO
OPw-: tAiIN0 UN1T7 /
WILT_ inT. AC : rON ZSZT.T LN SO0BUSTING? YES NO
IS the 1wwer to any of the above is yes, NRCS will not provide technical
usimnec Unless Sge=y 17OUCV is f0llowe3
WASZ N(A-NAGF-XF'iT T �.
DOES ?RODCCZX OWN ENOUGH "ND TO PROPER:.Y LAND AMY ALL WASTE Y-zS Z-)(- NO
OfCLUM NO SLUDGE. AL: BOUGH SLUDGE MAY ONLY BZ A2. r ED INF.UQUt1rMY?
IF NO, DCES ?RODUCE.1HAVZ ACCSS TO MORE "ND?
YES_ NO
7 LAND LS NOT OWN© BY.?RODUCr. CAN ?RODU=- Gs LL AGRE?SCLNT ON LAND YS _ NO
ON WHICH TO APPLY WAS
(Meat$ W2ste Ud i=don. Plan to site evaluation.)
SOIL. 24VES►IGATION - VALID OKLY IF SOIL. LYirES-ILGATION
SHEET' ATTACHED
ES SOIL SLTfABLE FOR Lkc-OON7
YES _
NO
LS A iSNza _REQLAD?
YFS Z
NO
TY'?E OF LNEITO BE LS'zED-.
CLAY V EM4-10Niit
SY.N C
IF CLAY LVER iS TO BE i,=,1S Sift ASL CLAY AV Art ; nL c ON
Y'zS
NO
Ste?
-Z
IF CL LYIS NOT AVAII-ABLE ON SII'r, DOES LANDOWN-tom T.�AVE
YES
NO
ACC: SS TO CLAY?
IS A CORE -117 YCH R.e.QL'L@ED?
YF.S L
NO
(Utach sad investigation sheet to site cv21=t1aa.)
`rG5
/ r
? Ck d,-
IS SUBSL'RsAC3 DRAIN Tits .zRESr--NV
(If Yes, file must be removed or plugged)
_
NO
V
ba;q
Ca��s L,�.� r,..�.f-'/ s�,.e.Jd L-L-.�.�k-a.t -� s�.�6./• �s
.SC �/� Cac,�st Gam.. GI /�,.yy-..af�/ e,c}r-tie-S,' �c._r fta.� C.-l�. �e••s�r.
IMS S=z. LY'VF_STIGATION IS VALID FOR. TWELVE MONi:M FROM TIM DATE SHOWN BELOW. IF CONSTRUL1ZON
PAS NOT BEEN MARTZ"1. Wr rM TW`ELVE MO tits, ANEW SaTc IN';=GATION WM-1 sE REQU=. y
SIGNATUR-7 rya DATE g 2 2 � (o
y C'saagea in the Iccai or state law or c'hanacs in th- =ndari could rc;uire a nry site investigation.
t
//
-J/
e K,p2. ;Pam+ so: /S
/
7o.-C��d� Cfi'
SC
iL :J •� I-! K �..a-r S �.�v`� � LC � ,
�w �. �r
,; -�. r f ,�.� � � n-.t�✓ .s�J
�3
I �� � �5 lL N,..z.�' }� b-�-�-'� c�. S� �S
}

SCS- EN G-$38
Rcr. 5-70
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
B
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
DISTRICT
DATE COUNTY
PHOTO f WORK
i
CROPLAND- CRFS
• f 1 1 • WORK uNrr CONSERVATIONTST
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No
BORLNGS MADE=

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
GW - Well graded gravels; gravel, sand mix'
GP -Poorly graded gravels
GM -Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay mix
SW -Well graded sands; sand -gravel mix
SP - Poorly graded sands
Sal - Silty sand
SC -Clayey sands; sand -clay mixtuies
ML -Silts; silty, v. fine sands; sandy orclayey silt
CL - Clays of low to medium plasticity
C14-Inorganic clays of high plasticity
M4 - Elastic silts
OL-Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plasticity
USDA CLASSIFICATION
g-gravel
s -sand
Vfs-very fine sand
sl- sandy loam
fsl -fine sandy loarri "
I -.loam.
gl - gravelly. loam
si-silt
sil-silt loam
ci-clay loam
sicl-silty clay loam
scl -sandy clay loam
sic -silty clay
c-clay
1" Suitable material for embankment is available Yes 0 No •tlndlcate U-Aere located on the sketch on
ildel
REMARKS:
2" Explain bamrds requiring special attention in desigm (Stenact, snrtnn..rwA eie)
i
GENERAL REMARKS:
24
25
26
27
28
29
1 30
131
132
.33JI34
351136
1371138
13911401141
142
j 43
44
45
4611471148
49
50
15.1

N
/ SWINE FARM O
LAGOON \ �
TC/y p Z
IJJ{� LAGOON
1 I \
L:::3 \
�. LAGOON '
y
26.67 Act
1 I
BK, t04 t, PG. 317
rr5 Acf
JfiJ9 Acf I /
' / h
J O ohs
/ h
1 196 Acz /
! I
L
1 r
79 Act
1 35.96 Acw '
1 �
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h
PG. 159
1 � 1
f I
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5 8: r3'Gy w } 5 err0.59" w 5 87,,'4T w
2a8. $O' B r 0.29' 47s_7y'
O
B
R

Grower: FARROWOOD # 2 Designed By:
Address: P.O. BOX 645 Checked By:
WARSAW, NC 28398 Date: 04/28/97
County: DUPLIN Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area
LAGOON INFORMATION
500 Hd.
1000 Hd.
3600 Hd.
0
0
0
180 Days
7.5 In.
7.5 In.
8.5 In.
0
0
Is Lagoon Designed as an Irregular Shape?
(Y/N) -- - - -- - - - - -- -Y
Does Operator Want Emergency Spillway?
REQUIRED!!!!!!! N
Is This Design for an Existing Farm?
(Y/N) - - - - - - - - - -N
Is Drain Tile Req'd to Lower S HWT?
(Y/N) - - - - - - - - - -N
Seasonal High Water Table Elev:- - - - - -
- - - - - - - - - - - - -
94.20 Ft.
Freeboard: - - - - - -
- - - - - - - - - - - - -
1.0 Ft.
Emergency Spillway Flow Depth: ---------------------
0.3 Ft.
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes: - - - - - -
- - - - - - - - - - - - -
3 :1 (H:V)
Press ALT-C
to Download
contour areas see sheet 2 of 7...
Top of Dike Elevation: - - - - - -
- - - - - - - - - - - - -
100.00 Ft.
Finished Bottom Elevation: - - - - - -
- - - - - - - - - - - - -
88.20 Ft.
Start Pump Elevation: ---------------------
97.30 Ft
Stop Pump Elevation: -----------___-____
94.20 Ft.
LAGOON VOLUME REQUIREDVOL.
DESIGN VOLUMES % REQ'D.
Storm Stor = 418058 (Cu.Ft.)
446,997 (Cu.Ft.)
106.92%
Temporary= 922006 (Cu.Ft.)
938,177 (Cu.Ft.)
101.75%
Permanent= 1496892 (Cu. Ft.)
1,620,286 (Cu.Ft.)
108.24%
Total Volume = 2,836,956 (Cu.Ft.)
3,005,460 (Cu.Ft.)
105.94%
Min. Required Liner Thickness - - - - - - - - - - - - - - - - - - - 1.5 Ft.
Lagoon Surface Area (insideTOD)- - - - - - - - - - - - - - - - - - - 334,446 S.F.

Grower. FARROWOOD # 2 Designed By:
Address: P.O. BOX 645 Checked By:
WARSAW, NC 28398 Date: 04/28/97
County: DUPLiN Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE --AREA VOLUMES
Contour
Elevation (FT,)
Area SF
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
88.20
249,102
89.00
254,566
201,467
201,467
90.00
261,463
258,015
459,482
91.00
268,433
264,948
724,430
92.00
275,476
271,955
996,384
93.00
282, 592
279,034
1,275,418
94.00
289,780
286,186
1,561,604
95.00
- 297,042
293,411
1,855,015
96.00
304,377
300,710
2,155, 725
97.00
311,785
308,081
2,463, 806
98.00
319,265
315,525
2,779,331
99.00
326,819
323,042
3,102, 373
100.00
334,446
330,633
3,433,005
These volumes were calculated usina the vertical averaae end area m
END PUMP = = = = >
94.20
FT
1,620,286 CIF TR'MT
1,620,286
108.24%
START PUMP = = = >
97.30
FT
2,558,463 CIF TEMP
938,177
101.75%
MAX STORAGE = = >
98.70
FT
3,005,460 CIF STORM
446,997
106.92%

Address: P.O. BOX 645
WARSAW, NC 28398
Countv: DUPLIN
Checked By: JNT
Date: 04/28/97
Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity ALW * cu.ft. lb = Total
500
30
1.00
15,000
-Nursery
Finishing
1,000
135
1.00
135,000
Farrow to wean lin g
3,600
433
0.67
1,044,396
Farrow to feeder
0
522
0.67
0
Farrow to finish
0
1,4171
1.0010
Boars
�_O
400
0.501
0
Total Required Treatment Volume (cu. ft.) = 1,194,396
Sludge Storage Volume:
Animal Type Capacity * AL cu.ft./lb) Total
Nursery
500
30
0.25
3,750
Finishing
1,000
135
0.25
33,750
Farrow to weanfing
3,600
433
0.17
264,996
Farrow to feeder
0
522
0.17
0
Farrow to finish
01
1,417
0.251
0
Boars
1 01
4001
0.125
0
Total Required Sludge Storage Volume (cu. ft.) = 302,496
Temporary Storage Volume:
Manure Production: _—
(Animal Type a aci to. erio a s a= ota
Nursery
500
180
0.30
27,000
Finishing
1,000
180
1.40
252,000
Farrow to weanling
3,600
180
4.30
2,786,400
Farrow to feeder
0
180
4.50
0
Farrow to finish
0
180
13.501
0
Boars
1 01
1801
4.00
0
Total Manure Production (gals.) = 3,065,400
Total Manure Production (cu.ft.)= 409,813
Excess Fresh Water:
Animal Tvpe Capacity * Sto. Period * als Hd. da = Tota
Nurse
500
180
0.20
18,000
Finishing1,000
180
0.90
162,000
Farrow to weanling
3,600
180
2.90
1,879,200
Farrow to feeder
0
180
3.50
0
Farrow to finish
01
1801
9.50
0
Boars
1 01
1801
2.70
0
Total Fresh Water Excess (gals_) = 2,059,200
Total Fresh Water Excess (cu.ft.)= 275,294

Grower: FARROWOOD # 2 Designed By:
Address: P.O. BOX 645 Checked By:
WARSAW, NC 26398 Date: 04/28/97
Countv: DUPLIN Sheet 4 of 7
Temporary Storage Volume: (Cont.
Rainfall in Excess of Evaporation:
Vol. = (Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol. = (334446 sq.ft. + 0 sq.ft.) * 9 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 236,899
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol. = (334446 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volumefor 25Yr.-24Hr. Storm Event (cu.ft)= 209,029
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (334446 sq.ft +, 0 sq.ft) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain' (cu.ft.) = 209,029
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. /24 Hr. Storm + "Heavy Rain") = 418,058 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 922,006 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 1,496,892 (CU.FT)
TOTAL REOUIREDVOLUME = 2836956 (CU.FT.)

Address: P.O. BOX 645 Checked By:
WARSAW, NC 28398 Date: 04/28/97
Countv: DUPLIN Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
Emergency Spillway Crest Elevation - - -- - - - - - - - - - - - - - - - -
Top of 25 yr/24 hr Storm Storage ---------------------
Top of "Heavy Rain" Storage -------------------
Start Pump Elevation ---------------------
End Pump Elevation -------------------
Top of Sludge Storage -------------------
Seasonal High Watertable Elev. --------------------
Finished Bottom Elevation -------------------
Inside Top Length -------------------
Inside Top Width --------------------
Side Slopes -------------------
Lagoon Surface Area ------------------------
Min. Liner Thickness (if required) --------------------
Freeboard Depth --------------------
Temporary Storage Period---------------------
Zone Depths:
100.00 FT.
98.70 FT.
98.70 FT.
97.96 FT.
97.30 FT.
94.20 FT.
89.39 FT.
94.2o FT.
88.20 FT.
Not Applicable
Not Applicable
3:1 H:V
334,446 SF
1.5 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 3005460 (CU.FT.)
Treatment / Sludge Storage Zone Depth - - - - - -- - - - - -
Temporary Storage Zone Depth - - - - - --- -- - - - -
Freeboard / Storm Storage Zone Depth - - - - - - - - - --
Total Laa oon Deoth - - - - - - - - -
6. o FT.
3.1 FT.
2.7 FT.
11.8 FT.

Grower: FARROWOOD # 2 Designed By:
Address: P.O. BOX 645 Checked By:
WARSAW, NC 28398 Date: 04/28/97
Court : DUPUN Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 100.00
1 1 1 1
/ 1 TOP OF STORM ELEV = 98.70 /
1 1 1 1
TOP OF HEAVY RAIN ELEV = 97.96 /
1 1
STRT PMP EL.= 97.30 1 TOP OF TEMP STORAGE ELEV = 97.30 /
1 1
END PMP EL. = 94.20 1 TOP OF TREAT ELEV = 94.20 1 SHWT = 94.20
1 1
1 1
1 TOP OF SLUDGE ELEV = 89.39 /
1 1
FINISHED BOTTOM ELEV = 88.20

Grower: FARROWOOD # 2 Designed By:
Address: P.O. BOX 645 Checked By:
WARSAW, NC 28398 Date: 04/28/97
Countv: DUPLIN Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
NOTE: See attached Waste Ublization Plan
DESIGNED:
DATE:
COMMENTS: The lagoon has been designed as an irregular shape.
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the lagoon is full
accounted for and that storage volumes calculated represent actual
conditions regardless of the sha e.

7, DESEGNVED BY:
DATE:
COMMENTS:
APPROVED BY: .K, a
DATE: 5_/15-19 7
SEAL
16415
ENGL iEER'S NOTES: Engineering approval is for minimum design standards only and is based on pre -
construction site and soils investigations. Earthwbrk calculations are by others and are not a part of the
certified design. Engineer shall be notified of any changes and/or site discrepancies found during construction
before proceeding. Owner is responsible for site layout, and shall verify all required setbacks and absence of
subsurface file drains. Owner and/or Murphy Family Earns personnel is responsible for contacting engineer
for construction inspections as deemed necessary to confirm quality of liner materials and construction.
Engineer will conduct final inspection of lagoon upon notification, and shall determine the requirements for
permeability testing (quantity and locations).
OTHER SITE -SPECIFIC NOTES: Co.�r�cTor w:l� �� �a •� l'.�
a_ 14%r..

GROWER: FARROWOOD # 2 DESIGNED BY:
ADDRESS: P.O. BOX 645 CHECKED BY:
WARSAW, INC 28398 DATE: 04/28/97
COUNTY: DUPLIN 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 of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year 124 hour storm for the location,
(5) and, if applicable, an additional uheavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start --up. Precharging 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. The plan recommends
sampling and testing of waste before land application.

GROWER: FARROWOOD # 2 DESIGNED BY:
ADDRESS: P.O. BOX 645 CHECKED BY:
WARSAW, NC 28398 DATE: 04/28/97
COUNTY: DUPLIN SHEET 2 OF 2
31 Begin temporary storage pump -out of the lagoon when the fluid level reaches the
elevation 97.30 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 94.20. This temporary storage, less 25 year / 24 hour storm,
contains 938177 cubic feet or 7017562 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.0 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted -from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights —of —way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.

GROWER: FARROWOOD # 2 DESIGNED BY:
ADDRESS: P.O. BOX 645 CHECKED BY:
WARSAW, NC 28398 DATE: 04/28/97
COUNTY: DUPLIN SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfEll shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. ATYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.

FARROWOOD # 2
ADDRESS: P.O. BOX 645
WARSAW, NC 28398
COUNTY: DUPLIN
CHECKED BY:
DATE: 04/28/97
SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated 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 material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted 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 in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.

ADDRESS: P.O. BOX 645
WARSAW, NC 28398
COUNTY: DUPLIN
CHECKED BY:
DATE: 04/28/97
SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
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, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain file lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.

GROWER: FARROWOOD # 2 DESIGNED BY:
ADDRESS: P.O. BOX 645 CHECKED BY:
WARSAW, NC 28398 DATE: 04/28/97
COUNTY: DUPLIN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 12.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
720 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
360 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
720 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
96 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
120 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
480 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
12000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
24 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS 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
BAHIA GRASS. -IS ESTBLISHED.

HAZARD CLASSIFICATION DATA SHEET FOR LAGOON
Landowner S �'a.� ��4 ,�g�c.t -- county. ot�
Estimated Depth of Water to Top of Darn Ft. Length of Flood Pool 6 O O Ft.
Date of Field Hazard Investigation 8Z2-: �; �
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden dam
failure.
Describe potential for loss of life and damage to existing or probable future downstrearn improvements
for a sudden breach. A sudden failure of the structure will not endanp-er life nor cause significant damage
to buildings, agricultural land, or public roadways. The structure is approximately 600' from Nahunga
Creek through a wooded buffer, and ayproximately 6000' downstream from SR 1301. The creek is
buffered by woods downslope, with no improvements or structures nearby.
Hazard Classification of Lagoon (A, B, C) (see NEVI -Part 520.21) A-
NRCS Lagoon Classification (1, 11, III, IV, V)
By Date_....---

ADDRESS: P.O. BOX 645 CHECKED BY:
WARSAW, NC 28398 DATE: 04/28/97
COUNTY: DUPLIN SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
stop recycle (flushing system) pump
stop irrigation pump
— close valves to eliminate further discharge
separate pipes to create an air gap and stop flow
flush system, houses, solids separators --actions include:
— stop recycle (flushing system) pump
stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil

ADDRESS: P.O. BOX 645 CHECKED BY:
WARSAW, NC 28398 DATE: 04/28/97
COUNTY: DUPLIN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. if spill leaves, or is likely to -leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. 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.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910— 296— 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910— 296-2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910— 296— 2160
DIVISION OF WATER QUALITY
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910— 395— 3900

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices'
Farmstead • Swine production &r Vegetative or wooded buffers;
0 Recommended best management practices;
Cd' Good judgment and common sense
Animal body surfaces Dirty manure -covered animals W Dry floors
Floor surfaces Wet manure covered floors Slotted floors;
t7� Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
0 Scrape manure buildup from floors;'
0 Underfloor ventilation for drying
Manure collection pits Urine; Y Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
❑ Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance;
Dust €3" Efficient air movement
Indoor surfaces • Dust SK Washdown between groups of animals;
0 Feed additives;
❑ Feeder covers;
eFeed delivery downspout extenders to feeder
covers
Flush tanks Agitation of recycled lagoon 0 Flush tank covers;
liquid while tanks are filling 0 Extend rill lines to near bottom of tanks with
Flush
vents
wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon SKExtend recharge lines to near bottom of pits ,
liquid while pits are filling with anti -siphon vents
Lift stations • Agitation during sump tank 0 Sump tank covers
filling and drawdown
Outside.drain collection Agitation during wastewater ❑ Box covers
or junction boxes conveyance
AMOC -November 11, 1996, Page 3

Source
Cause
�u
DMPs to Minimize Odor Site Specific Practices04
End of drainpipes at
• Agitation during wastewater
Extend discharge point of pipes underneath
lagoon
conveyance
lagoon Iiquid Ievel
Lagoon surfaces
• Volatile gas emissions;
93' Proper lagoon liquid capacity;
• Biological mixing;
R�Cofrect lagoon startup procedures;
• Agitation
❑ Minimum surface area -to -volume ratio;
671"'Minimum agitation when.pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler
High pressure agitation;.
Irrigate on dry days with little or no wind;
nozzles
Wind drift
❑ Minimum recommended operating pressure;
t9'*'Pump Intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin
• Partial microbial decomposition;
❑ Bottom or midlevel loading;
surface
• Mixing while filling;
❑ Tank covers;
• Agitation when emptying
❑ Basin surface mats of solids;
-
❑ Proven biological additives or oxidants
Settling basin surface
• Partial microbial decomposition;
❑ Extend drainpipe outlets underneath liquid
• Mixing while filling;
level;
• Agitation when emptying
❑ Remove settled solids regularly
Manure, slurry or sludge • Agitation when spreading; ❑ Soil injection of slurry/sludges;
spreader outlets . Volatile gas emissions ❑ Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered manure,
Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil incorporation within 4$ hrs.;
surfaces
❑
Spread in thin uniform layers for rapid drying;
❑
Proven biological additives or oxidants ,
Dead animals
• Carcass decomposition
90' Proper disposition of carcasses
Dead animal disposal
• Carcass decomposition
❑
Complete covering of carcasses in burial pits;
pits
❑
Proper location/construction ofdisposal pits
Incinerators
• Incomplete combustion
❑
Secondary stack burners
AMOC - November 11, 1996, Page 4

Source Cause BMPa to MlnimizeOdor Site Specific Practices
Standing water around • Improper drainage; 57Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information ;
Available From ;
Swine Manure Management ; 0200 Rule/BMP Packet
NCSU, County Extension Center
'Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC -November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
Source Cause BM]Ps to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters Accumulation of solids
Gr 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
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation
Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter,
r DrySystems
Feeders • Feed Spillage Gr Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
tK Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter),
Feed Storage Accumulations of feed residues Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products),
❑ Inspect for and remove or break up accumulated
solids in Filter strips around feed storage as
needed.
AMIC - November 11, 1996, Page I

Source Cause
Animal Holding Areas Accumulations of animal wastes p
and feed wastage
a
Dry Manure Handling Accumulations of animal wastes ❑
Systems
CI
DMPs to Control Insects. , Site Specific Practices
Eliminate low areas that trap moisture along -!
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Remove spillage on a routine basis (e.g,, 7 - 10
day interval during summer; 15-30 day interval
during winter) wherb manure is loaded for land
application or disposal.
Provide for adequate drainage around manure
stockpiles.
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27691.7611
AMIC • November 11, 1996, Page 2

Mortality Management Methods
(check which method(s) are being implemented)
a 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.
Er" Rendering at a rendering plant licensed under G.S. 106-168.7
So>�SRAPM Arr 5rrE rc:p- Ul_=P D Au t na At— CQuze-TtOld $`f 7`Tz"-C
❑ 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

NUTRIENT MANAGEMENT PLAN
Grower(s):
Stan Draughon
Farm Name:
Farrowood #2
County:
Duplin
Farm Type:
Far -Wean Wean -Feed Feed -Fin
Farm Capacity:
3600 500 1000
Storage Structure:
Anaerobic Lagoon
Storage Period:
180 days
Application Method:
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in 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.
Page:

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. 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.
The estimated acres needed to_apply the animal waste is based on typical nutrient content
for this type of 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.):
3600 animals X 3212.0 gal/animal/year = 11,563,200 gallons
500 animals X 222.7 gal/animalyear = 111,325 gallons
1000 animals X 985.5 gal/animal/year = 985,500 gallons
TOTAL: 12,660,025 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
3600 animals X 5.40 Ibs/animaUyear = 19,440.00 Ibs
500 animals X 0.48 Ibs/animalyear = 240.00 Ibs
1000 animals X 2.30 Ibs/animaUyear = 2,300.00 Ibs
TOTAL: 21,980.00 Ibs
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.
Page: 2

The following acreage will be needed for waste application based on the crop to be grown,
soil type, and surface application.
Tract Field
Soil
Type
Crop
Code
Yield
/Ac
Ibs N Acres
/unit
Lbs NfAc
! Residual
Lbs N
IAc
I Ibs N
Required
Time to
Appl
T2503 ` 1
GoA
D
125.0
1.25 1 22.76
156.3
{ 3556.25
Mar -July {
T2503 --1
GoA
L
1.0
50.00 ' 22.76
50.0
1138.00
SApril j
` T1619 5
GoA
D
125.0
1.25 6.67
156.3
1042.19
Mar -July
f T1619 . --5
GoA
L
1.0
50.00 6.67
50.0
333.50
S-April
T1619 6
GoA
D
125.0
1.25 4.18
156.3
653.13
Mar -July
T1619 --6
GoA
L
1.0
50.00 4.18
50.0
209.00
S-April
T1619 7
GoA
C
6.5
50.00 3.50
325.0
1137.50
Mar -Oct
T1619: 7
GoA
L
1.0
50.00 3.50
50.0
175.00
S April
T1619 8
GoA
C
6.5
50.00 2.98
325.0
968.50
Mar -Oct
T1619 --8
GoA
L
1.0
50.00 2.98
50.0
149.00
S-April
T71604 2
GoA
D
125.0
1.25 4.85
156.3
I 757.81
Mar -July
7`71604' -2
GoA
L
1.0
50.00 4.85
50.0
I 242.50
S April
T1619 3
GoA
C
6.5
50.00 10.26
325.0
3334.50
Mar -Oct
T1619 --3
GoA
L
1.0
50.00 10.26
50.0
j 513.00
S-April
T1619 4A
GoA
C
6.5
50.00 it 2.04
325.0
I 663.00
Mar -Oct.
T1619? -4A
GoA
L
1.0
50.00 2.04
50.0
102.00
S April
T1619 4B
GoA
C
6.5
50.00 13.56
325.0
4407.00
Mar -Oct
T1619 -413
GoA
L
1.0
50.00 13.56
50.0
678.00
S-April ,
T7165 ' 3A
NoB
C
6.1
50.00 6.89
305.0
12101.45
Mar -Oct
T7165 --3A
NoB
L
1.0
50.00 6.89
50.0
1 344.50
S-April
Total 77.69 22505.83
Available N 21980.00
*Difference-525.82
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer
annuals. PAN utilization from overseeding is limited to 50 Ib/ac as shown in plan.
*A negative number reflects the total lbs of additional nitrogen needed to achieve yields on
acreage listed in chart. A positive number means additional acreage is required to utilize the
nitrogen produced by the farm.
Page: 3

NOTE:
This plan does not include commercial fertilizer_ The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), 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 reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will defnately 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 twoto three times during the season, depending on the
time small' grain iS planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
The following legend explains the crop codes listed in the table above:
Crop Code Crop
A
Barley
B
Hybrid Bermudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D-
Com - Grain
E
Com - Silage
F
Cotton
G
Fescue- Grazed
H
Fescue - Hay
I
Oats
J
Rye
K
Small Grain - Grazed
t_
Small Grain - Hay
M
Grain Sorghum
N
Wheat
O
Soybean
bbs N utilized / unit yield
1.6 lbs N / bushel
50 lbs N / ton
50 Ibs N / ton
1.25 Ibs N / bushel
12 lbs N / ton
0.12 lbs N / lbs lint
50 lbs N / ton
50 lbs N / ton
1.3 lbs N / bushel
2.4 lbs N / bushel
50 lbs N / acre
50 lbs N / acre
2.5 lbs N / cwt
2.4 lbs N I bushel
4.0 lbs N / bushel
Page: 4

Acres shown in the preceding table 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.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 0.84 pounds of plant available nitrogen per animal per year in the
sludge based on the application method listed earlier_
If you remove the sludge every 5 years, you will have approximately 15120.00
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 50.40 acres of land. If you apply
the sludge to com at a rate of 125 pounds per acre, you will need 120.96 acres of land.
Please be aware that these are only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and
applications.
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, 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 the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
Page: 5

The following is provided as a guide for establishing application rates and amounts.
Tract Field
Soil
Ty
Crop
Application Rate Application Amount
inlhr * inches
i
T2503 ' 1
GoA
D
0.40
1.50
T2503 -1
GoA
L
0.50
1.30
T1619 ; 5
GoA
D
0.40
1.50
T1619 �5
GoA
L
0.50
1.30
T1619 6
GoA
D
0.40
1.50
T1619--6
GoA
L
0.50
1.30
T1619 t 7
GoA
C
0.50
1.30
T1619 ? -7
GoA
L
0.50
1.30
T1619 1 8
GoA
C
0.50
1.30
T1619 ' -r8
GoA
L
0.50
1.30
T71604� 2
GoA
D
0.40
1.50
T71604' --2
GoA
L
0.50
1.30
T1619 � 3
GoA
C
0.50
1.30
T1619! -3
GoA
L
0.50
1.30
T1619 4A
GoA
C
b.50
1.30
T1619 '� -4A
GoA
L
0.50
1.30
T1619 46
GoA
C
0.50
1.30
T1619 ' -r413
GoA
L
0.50
1.30
T7165 'i 3A
NOB
C
I 0.50
1.30
T7165 --3A
i
E
NoB
L
0.50
1.30
"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
application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsiability 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 the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid_
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
Page: 6

Additional Comments:
1. All fields shown as corn with small grain - hay winter crop may be rotated with soybeans and
winter wheat on alternate years. The plan only shows corn/small grain since this is the worse
case for PAN utilization of the two rotations.
2_ This plan incorporates approximately 21 acres from an existing certified nutrient management
plan for the adjacent Farrowood #1 farm, which was designed 12/96. The existing plan can be
modified to_incorporate other acreage not in the existing plan, which will more than offset the acreage
used in the new plan. There is approximately 23 unused acres of cleared wettable area in the
tracts used in the existing plan. Additionally, owner has a wetland determination which will make
available approximately 7 acres adjacent to existing fields in the plan, and another 27 acres which
is likely clearable based on NRCS soils information. Thus, owner could conservatively add
enough additional wettest acreage to allow as much as 25 acres above that required for the total �.
of the existing Ian and this plan.
3. Acreages of individual fields in this plan are based on actual effective wetted acres as
determined in the irrigation design by others. Required buffers and efficiency reductions were
accounted for in that design.
Page: 7

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm: FARROWOOD #2
Owner/Manager Agreement:
Ilwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Ilwe 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 nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
Ilwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be fled 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�NICDWQ upon request. /
Name of Facility Owner: S 7-AAV Z)e 4 U o XV
Signature: &%{it-C.+e,--- -:>-fttio—
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Please Print
Date
R. Gregory Swain, P.E.
Swain Consulting Services, Inc.
503 Underwood St.
Clinton, NC 28328
[phone]
S �1- �
Date
Page: 8

WASTE UTILIZ4TE N PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade conveyances, direct application, or direct
discharge during operation or land application. Any discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer either owns or has a notarized 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.
heishe shall provide a copy of a notarized agreement with a landowner who is within a reasonable proximity, allowing him/her
the use of the land for waste application. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Flan 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. Actual yields may be used in lieu of realistic yield tables at the discretion of the planner.
=1_ Animal waste shall be applied on land eroding.less than 5 tons per acre per year. Waste may be applied to land that is eroding
at more than 5 tons but less than 10 tons per acre per year pro-7ding grass filter strips are installed where runoff leaves the
field. (See FOTG Standard 393-Filter Strips)
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" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur off -site or to
surface waters and in a method which does not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to depth
that would prohibit growth. The potential for salt damage from animal waste should also be considered.
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 or forages breaking dormancy.
1 1 . Any new swine facility sited on or after October 1, 1995 shall comply with the following. The outer perimeter of the land area
onto which waste is 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 surface water. This
distance may be reduced for waters that are not perennial provided adequate vegetative filter strips are present (See Standard
393 - Filter Strips).

NVASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
12. Animal waste shall not be applied closer than 100 feet from .yells.
11 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by 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 it has been approved as a land applications site by a
"technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates and 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. Lagoon
berms and structures should be inspected regularly for eGidcnce of erosion, leakage, or discharge.
18. If animal production at the facility is 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 preplant with no further applications of
animal waste during the crop season
21, Highly visible permanent 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 Ievel between the markers. A
marker will be required to mark the maximum storage volume for waste storage ponds.
22. Soil tests shall be made every two vears, and a liquid waste analysis shall be taken at least twice each year consistent with
waste utilization plan. Poultry litter shall be tested prior to application_ Soil and waste analysis records shall be kept for five
years.
Dead animals will be disposed of in a manner that meets NC regulations.

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United States
Department of
Agriculture
May 16, 1996
Mr. Stan Draughon
PO Box 645
Warsaw, NC 28398
Dear Mr. Draughon:
Natural Resources
Consent ation
Service
P. Q. Box 277
Kenansville, NC 28349
Telephone [phone]
Enclosed is the soils map for your property east of Warsaw, off of State
Road 1300.
The following is a partial legend for the soil series in the vicinity of your
farm:
6
Autryville fine sand
7
Bibb sandy loam, frequently flooded
11
Butters loamy fine sand
31
Stallings loamy fine sand
38
Lynchburg sandy loam
40
Goldsboro sandy loam
64,65
Norfolk loamy sand
68
Orangeburg loamy sand
77
Rains sandy loam
If you need either more soils information or help interpreting the legend you
can reach me at the Duplin Soil Conservation Office at 910-296-2120.
Sincerely,
Robert Freese
Soil Scientist

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: 5=AnlwucN -
Address: e0o. R&I
—S eyiso a{ rJ C 79398
Telephone: —�914- 2�1j= 4G31_ _
TABLE 1 - Field Specifications
County:
Date:
EXMIT Dµt
an
a
n ;
CD
izi
SEC
tNA�zTC
pLA,Q
Midi
Number
Approximate
Msiimum
Useable Size
ofFleld2
(acres)
Sol] T
Slope
%
Crop(s)(
Maximum
Application
NO
Inlhr
Maximum
Application
per Irrigation
Cycle
ehes)
Comments
2,
Co,r
-
_
G
_.
_
Y
3,im
r.. 1[ r
.S
1
-
.-
Y
z,d
-Z
r 0
f
1 See attached map.
2Total field acreage minus required bufrer areas.
3Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section Hb. Annual application must not exceed the agronomic rates for the soil and crop used.
i
MRCS, NC
NNE, 1996

EXHIBIT D-2
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment: %o3Q NIZ�L-;.r4 154, QM-01-14e 4�0,plo
Field.Nol
andr
Hydmnt No2 in=
EQUIPMENT SEMNOS
Nozzle Operating Operating
Diameter
vm—hs) — @. Reel (psi) Pattern
N1
M=���-
Z
• M
L f� . W. '�
�/M
. t
M �
� M
-
�=,
.
+
M
• ~
,
r�
I See attached map,
2Show separate entries for each hydrant location in each field. a
3Use the following abbreviations for various arc patterns: F (Nll circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degrees of are.
C°, NC r.
R E, 1996

EXHIBIT D-2
TABLE 2 - Traveling Irrigation Gun Settings Pam.%,► z
Make, Model and Type of Equipment:
and
Hydrant No2
M:
Rate
irft)
ElYbdive Efreative.:
Width — Length(R)
EQUIPMENT r
Operating Operating
Diameter
�, r
L _
M�W=ate
••
c.::r a.
a.
�
•� •
���Ta��3:.L��IC•1�
• •
I See attached map,
2Show separate entries for each hydrant location in each field
-Z�TA�L-
3Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter). ?t
May also use degrees of arc.
MRCS, NC =
DUNE, 1996 } ' '

EJHBIT D-3
TABLE 3 - Solid Set Irrigation Gun Settings N apt
Make, Model and Type of Equipment:
Field Nol
and
Line Not
Number of
H drants
Wetted
Diameter
feet
Hydrant Spacing (ft)
Along Between
Pipeline Pipelines
Application
Rate
inlhr
OPERATING PARAMETERS
Nozzle Operating. Operating
Diameter Pressure Time
inches Gun(psi) Hydrant r
Comments
1
1
i
lSee attached map.
2Show separate entries for each pipeline with hydrants in each field.
MRCS, ' NC
JUNE, 1996

r
TABLE 4 - Irrigation System Specifications
Traveling
Irri atlon Gun
Solid Set
Irrl ation
Flow Rate of Sprinkler (gpm)
19i _ 23,7
perating Pressure at Pump (psi)
f Z
Design Precipitation Rate (ln/hr)
V
Hose Length (feet)
XXXXXXXX
Type of Speed Compensation
—
u
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Pump Power Requirement (hp)
TABLE S - Thrust Block Speciticationst
Desiener may provide thrust block details on separate sheet.
/LOCATION
THRUST BLOCK
AREA (sq. ft.
900 Bend
S .
Dead End/
Tee
1See USDA-NRCS Field Office Technical Guide, Section IV, Practice Code 430.DD,
EXHIBIT D4
NRC S, NC
NNE, 1996

IRRIGATION SYSTEM DESIGNER
Name: M. 7kxy
Company: rr1. �h't_F p E.
Address: o
Phone:
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
I , A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable.
2, Assumptions and computations for determining total dynamic head and horsepower requirements.
3, Computations used to determine all mainline and Iateral pipe sizes.
4. Sources and/or calculations used for determining application rates,
S. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system,
6, Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer,
l
NOTE: A buffer strip _52�_ feet wide or wider must,be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
NRCS, NC
RUNE, 1996

EXHMrT D-6
Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convinient to the des ignerlsupplier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment. .
S • i• C1 L c • G. • ` � .0
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IM
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t:
INE
NRCS, NC
NNE, 1996 ,"'_-,.j

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System Calibration
Information presented in man ufacturer's-charts are based on average operation
conditions with relatively new equipment.. Discharge rates and application rates
change over time as equipment gets older and components wear. in particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameterof coverage, and subsequently the
application uniformity. For exampt'e, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase.. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least -once every_
three years is recommended.. Calibration involves collecting and measuring.'flow-at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic budcets,
jars, or anything with a uniform gpening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be looted along a transect perpendicular to the direction of
pull. Set outcollection containers'25 feet apart along the transect on both sides of
the gun cart. You should compute the average application rate for all
nonuniformity of the application. ' On a windless day, variation between containers
of more than 30.percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
`Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

=1
1z
1INk G
r �
■ >a r t.
r �
� � r �
mot.
r
jm
INDUSTRIES'"
Operation Manual
Reel Rain
Series 1025, 1027,1030 & 1033
October 1995
Reel Rain Serial No. #
Manuall'art Number MAN-04Q
Beginning with serial # A33603
AMADAS INDUSTRIES
'r 'r •Mw s-
1100 Holland Road 1701 S. Slappey Blvd.
r� .,r •r �w r r
w. a ■ r r r i w � � � w �
_ I Suffolk, Virginia 23434 Albany Georgia 31706
INDUSTRIES Tel. [phone] Tel. [phone]

Improved Design Provides Greater Operator- Control
Greater control ... more accurate application of both clean and
wastewater. Simpler to operate ... the smooth operation of the six
speed gearbox eliminates
the need for multiple belts
and pulleys while providing
a full range of operating
speeds. Within a high and
sow range there are three
speeds for increased preci-
sion and accuracy in con-
trolling application rates.
Knowing and controlling
your application rates have
oecome crucial wastewater Six speedgearbox
management tools when
trying to adhere to ever increasing regulations. Each model is
available with the standard 5.5 H P Honda engine or the efficient
Pelton Wheel slung
turbine. The Felton
Wheel turbine is the
ideal drive system for
applying wastewater
or slurry from holding
areas such as tanks
and/or lagoons. The
Pelton Wheel turbine
can be mechanically
compensated for
accurate applications
or equipped with the
optional Irrigation
Pelton Wheel slurry turbine Computer.
This improved design
)nly starts with the drive system. Other enhancements include:
• A constant pressure automatic braking systemwhich
ncreases tension when the hose is being pulled out but reverts to
ighter terlsion as the hose is being retrieved.
• A positive action lock down. When engaged, this simple
)rake will lock the reel in place when shifting the gearbox to neutral,
as well as secure the reel for transport when desired.
• A miswind sensor. Should a miswind irregularity ever occur,
this sensor will automatically disengage the drive, protecting the
Reel Rain from damage.
• Large selection of models. In an effort to offer customers
the proper system for their irrigation needs, Reel Rain models are
available in 29 different hose size / drive platform configurations.
• Increased
speed range.
From .5 feet per
minute to 12.5
feet per minute.
you have the abil-
ity to control the
application rate.
With Reel Rain
Irrigation equip-
ment from
AMADAS
INDUSTRIES,
you and your
Dealer receive Reel Rain Model 1375
special attention from our fully equipped Service Department.
Each Service Technician is trained by the AMADAS staff engineer
who designed your Reel Rain. The 1000 Series offers only 5 of
many dependable models
of Reel Rain Travelers. Ask
your Dealer to show you
other models that might
meet your needs. Reel
Rain Travelers are avail-
able in models which will
efficiently irrigate from 35 to
400 acres per week.
& !A p HoBB$.
4 . Zfflftel Rain
100 Holland Rd. - PO Sox 1833 Suffolk, VA 23439-1833 - USA A TVA 1-1 {� 1701 South SlapM Blvd. • P.O. Box 3687 • Albany. GA 31706
Phone [phone] Fax [phone] Phone [phone] • Fax [phone]
AMAOAS INDUSTRIES' policy is gne or continuous lmprovemen; and we reserve the right to change _ pe f a ions, design or prices without incurring obligation.

0 AMADAS SERIES 1030 REEL RAIN APPENDIX, AD TMENT & CHARTS
CHARTS
6-13

o�
�.
N
c�
y

P NDIX D STMENT & CHARTS AMAD ERIES 1030 REEL RAIN
CHARTS
6)
LANE SET UP (Typical with turntable models)
SM►rvIE l
- p
N
i r
2300 ft
th)
SPEED CHART
Model 1030 From Serial # A33162>
SPEED
GEAR
RPM
SPEED
GEAR
RPM
SPEED
GEAR
RPM
.75
L-1
1770
5.00
H-2
2750
9.00
H-3
2590
1.00
L-1
2290
5.25
H-2
2890
9.25
H-3
2660
1.25
L-1
2870
5.50
H-2
3030
9.50
H-3
2730
1.50
L-2
2040
5.75
H-2
3160
9.75 -----H-3
2810
1.75
L-2
2380
6.00
H-2
3300
10.00
H-3
2880
2.00
H-1
1860
6.25
H-3
1800
10.25
H-3
2950
2.25
H-1
2090
6.50
H-3
1870
10.50
H-3
3020
2.50
H-1
2320
6.75
H-3
1940
10.75
H-3
3100
2.75
L-3
1960
7.00
H-3
2010
11.00
H-3
3170
3.00
L-3
2140
7.25
H-3
2090
11.25
H-3
3240
3.25
L-3
2310
7.50
H-3
2160
11.50
H-3
3310
3.50
H-2
1930
7.75
H-3
2230
11.75
H-3
3380
3.75
H-2
2060
8.00
H-3
2300
12.00
H-3
3450
4.00
H-2
2206
8.25 1.
H-3
2370
12.25
H-3
3530
4.25
H-2
2340
8.50
H-3
2450
12.50
H-3
3600
4.50
H-2
2480
8.75
H-3
2520
4.75
H-2
2610
6-14

403_9D
Performance Rating
Rated Gross Power ........... 80 bhp (60 kW) @ 2500 rpm
Peak Torque ....... . ..... 190 lb.-ft. (258 N-m) @ 1400 rpm
Fuel Economy (BSFC) ..0.367 lb. hp hr. (223g(kW h) 02200 rpm
Continuous Rating
Gross Power ................ 71 bhp (53 kV4 a 2500 rpm
Peak Torque ........ . ..... 174 lb. -ft..(236 N-m) @ 1600 rpm
RATED BHP is the power rating for variable speed and load applica-
tions where full power is required intermittently.
CONTINUOUS BHP is the power rating for applications operating
under a constant load and speed for long periods of time.
POWER OUTPUT is within + or - 5% at standard SAE 1349
conditions.
PHOTOGRAPHS MAY SHOW NON-STANDARD EQUIPMENT
POWER
BYDEERE
Performance Curve
in ;) It 16 iB 20 22 24 25
Engine Speed—rpm's in 100's

Features and Benefits
Rugged one-piece cast-iron block
• Generous internal webbing provides sturdy engine structure.
• Crankshaft well -supported by five main bearings.
Replaceable wet -type cylinder liners
• Provide excellent heat dissipation.
• Centrifugally cast, precision machined for long life.
Three-ring low -friction pistons
• Cast of high grade aluminum alloy with extensive internal ribbing.
• High -ring piston, low -friction ring design increases fuel economy
and improves cold weather starting.
Free -breathing cross -flow cylinder head
• Provides unrestricted air flow for better operating efficiency.
• Integral intake manifold eliminates gaskets.
• Low heat rejection to coolant -
Contoured valves and valve seats
• Design reduces intake and exhaust restrictions for better
breathing.
• Valve rotators ensure constant cleaning of valve seat area for
longer life and cooler operation-
• Valve stems chrome plated for long life.
• Replaceable valve seats.
Forged steel dynamically balanced crankshaft
• Constructed of heat -treated high carbon steel for maximum
strength.
• Journal surfaces induction hardened for significantly increased
wear life.
Forged steel connecting rods
• 45-degree connecting rod/cap joint design allows use of larger
crankshaft connecting rod bearing for increased durability.
Fuel system
• Features rotary injection pump with mechanical governor and
electric fuel shut-off solenoid.
• Cam -driven mechanical fuel supply pump.
• Edge -type fuel filters in 9-5 mm injectors effectively prevent noz-
zle plugging.
Optional auxiliary drive
• Rated at 50 hp (35 kW) intermittent.
• SAE A and B flanges available.
General Specifications
Engine Model .........
Number of Cylinders .....
Displacement .....:... .
Bore and Stroke . - 4.19 in -
Aspiration ... .
Engine Type . .
Compression Ratio
Length ............. .
Width ..............
Height
Weight (dry) ............
............. I .... 4039D
4
........... 3.9 L (239 cu. in.)
x 4.33 in. (106.5 mm x 110 mm)
.......... Naturally aspirated
......... In -line 4 stroke cycle
....... :....... 17.8to1
.......... 33.2 in. (844 mm)
........... 20.4 in. (519 mm)
............. 32.2 in. (818 mm)
...... 929 lb, (422 kg)
DEERE POWER SYSTEMS GROUP
P.O- Box 5100
Waterloo. Ia. 50704
Tel: [phone]
Fa, [phone]
JOHN DEERE SARAN
B_R 13
45401 Fleury Les Aubrais — France
Tel:[phone]
Fa c 13 3) 38 82 60 00
OKE4976 Littq m U S A 190.091

Fiqt -e !
tk
-----------
LVAOL
"A
L
<ample of different arraige-nents for thrust blocks,

IRRIGATION DESIGN
)RAUGHON
►LE: 1" = 4w,
ENDS AND OTHER SPECIAL FrMNGS WHICH REQUIRE RESrRAINNG.
2) MAINLINE PIPE SHALL BE 6' PVC CLASS 200 (SDR 21) AND SHAD. BE
BURIED TO HAVE AT LEAST 3 FriOF COVER.
3) EACH HYDRANT SHALL BE EQUIPPED WrrH AN ALR-VACUUM RELEASE
VALE.
4) HEDGE ROAD LOCATED IN ZONES SA AND 56 SHALL CLEARED, Prepared by: M. Floyd Adams, P.E.
Date: May 16. 1997

Landowner/Operator Name:
Address:
Telephone:
TABLE I - Field Specifications
IRRIGATION SYSTEM DESIGN PARAMETERS
--5TAN�^ 4� �L� County: D'X-:Lk.ssi
QO, t3ax Cr,4S .
t1J nYS�tiI of C 7 A 39A Date: 1 7
10. 71T
EXiIIBITJ�-1
-t
�z
(Jl
�� � , � I'•r1
PLC
W K-WC—
PLAkr]
Field
Number
Approximate
Maiilmum
Useable Size
of Fiet42
acres
Soil Type
Slope
%
Crop(s)()
Maxlmum
Application
Rate3
(bAr)
Maximum
Application
per Irrigation
Cycle3
(Inches)
Comments
2 .
C av
A-'
— I ,
G
.
3.1M
S
l
Z
S
Y
2.d
r
I See attached map.
2Total field acreage minus required buffer areas.
3Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section IIG. Annual application must not exceed the agronomic rates for the soil and crop used.
i
MRCS, NC
JUKE, 1996
SfF

EXHIBIT D-2
TABLE 2 - Traveling Irrigation Gun Settings
Model -.
-T
Field No
_Hydrant NO2
Tmvel
Speed
TPLAVELLANE
Effwlva Efrective
Wetted
Diameterand
eet)��
EQUIPMENT SETTINGS
Nozzle Operating Operating
Diameter
c
t
��
w{
a•
W M:
• y
i
W .i
•
a ♦
WN
M
��
" •
���
� r
A1Zi�
•
-
�W
MW
•
W
• •
``
Mr
M •
WW
• •
f
I See attached map.
2Show separate entries for each hydrant location in each field.
3Use the following abbreviations for various are patterns: F (full circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one.quarter).
May also use degrees of arc.
MRCS, NC
NNE, 1996

EXHIHrr D-2
TABLE 2 - Traveling Irrigation Gun Settings P—jA ?
Model and Type of r r
Field No
and
Hydrant�,
Travel
Speed
TRAVELLANE
Effective Effective
Wetted
D &meter
EQUIPMENT SETTINGS
Nozzle Operating Operating
Diameter
c 9 Reel (psi) Pattern,3
I _
��M
�M
•
L h c W
• •
MMII�-
1
► �
•
M�iLa
�i-r�_
. W
.
���R
•
1 See attached map.
2Show separate entries for each hydrant location in each field.
3Use the following abbreviations for various arc patterns. F (NII circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degrees of arc.
MRCS, NC
JUNE, I996

EXHD31T D-3
TABLE 3 - Solid Set Irrigation Gun Settings N/A
Make, Model and Type of Equipment:
Field Nol
and
Line Not
Number of
Hydrants
Wetted
Diameter
feet
Hydrant Spacing (ft)
Along Between
Pipeline Pipelines
Application
Rate
in/hr
OPERATING PARAMETERS
Nozzle Operating. Operating
Diameter Pressure Time
Inches Gun(psi) H drant r
Comments
r
71
lSee attached map.
2Show separate entries for each pipeline with hydrants in each field.
NRCS, NC
TUNE, 1996

TABLE 4 - Irrigation System Specifications
Traveling
Irrigation Gun
Solid Set -
Irrigation
Flow Rate of Sprinkler (gpm)
1a1� _ 23s
perating Pressure at Pump (psi)
f t
Design Precipitation Rate (In/hr)
V
Hose Length (feet)
XXXXXXXX
Type of Speed Compensation
Uv
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Pump Power Requirement (hp)
TABLE 5 - Thrust Block Specifications
Deslener may provide thrust block details on separate sheet.
1LOCATION
THRUST BLOCK
AREA (sq. ft.
900 Bend
Dead End/
Tee
tSee USDA-NRCS Field Office Technical Guide, Section IV, Practice Code 430-DD,
EXHIBIT D-4
NRCS, NC
NNE, 1996

EXHIBIT D-S
IRRIGATION SYSTEM DESIGNER
Name:
Company: �"�- snk.4,4
Address: �? o. 4uti yf�9A�. Ksr�,ew�}t111+, [Jc Zg34�i
Phone: gin- Z,9
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs;
l . A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD.
S.. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant'factors at a particular site and address them as
appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
1
NOTE: A buffer strip —_ feet wide or wider must;be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
NRCS, NC
JUNE, 1996

i!
Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a'similar sheet most convinient to the designer/supplier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment. .
EXiMIT D-6
C �. � r • I a ♦ ♦ to • �iI C
• ' : G i. ► L L C 7l
r •C
• I
z. ! • . �. • . ( Y. • L a It.� a �
ti + C ► as . • C �• C .. 1! ��
t 4
MRCS, NC
JUNE, 1996 • ;R g

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System Calibration
information presented in man ufacturer's-charts are based on'average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gees older and components wear. in particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will after the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase.. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason; you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least -once every_
three years is recommended_ Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work (pest because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction of
pull_ Set out'collection.containers 25 feet apart along the transect on both sides of
the gun cart, You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30.percent is cause for concern. You should contact yoz;r irrigation
dealer or technical specialist for assistance.
`Reprinted for Certification Training for operations *[Animal Waste Management Systems Manual

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INDUSTRIES
Operation Manual
Reel Rain
Series 1025, 1027,1030 & 1033
October 1995
Reel Rain Serial No. #
Manual•Parl Number MAN-M
Beginning with serial # A33603
AMADAS INDUSTRIES
I` 1100 Holland Road 1701 S. Slappey Blvd_
L. Suffolk, Virgi
nia 23434
Albany Georgia 31706
INDUSTRIES Tel. [phone] Tel. [phone]

Improved Design Provides Greater Operator, Control
Greater control --- more accurate application of both clean and
wastewater. Simpler to operate ... the smooth operation of the six
speed gearbox eliminates
the need for multiple belts
and pulleys while providing
a full range of operating
speeds. Within a high and
low range there are three
speeds for increased preci-
sion and accuracy in con-
trolling application rates.
Knowing and controlling
your application rates have
recome crucial wastewater Six speed gearbox
management tools when
trying to adhere to ever increasing regulations- Each model is
available with the standard 5.5 HP Honda engine or the efficient
Pelton Wheel slurry
turbine. The Pelton
z" Wheel turbine is the
ideal drive system for
applying wastewater
or slurry from holding
areas such as tanks
and/or lagoons. The
Pelton Wheel turbine
can be mechanically
compensated for
accurate applications
or equipped with the.
optional Irrigation
Pelton Wheel slurry turbine computer. -
This improved design
mly starts with the drive system. Other enhancements include:
• A constant pressure automatic braking system which
ncreases tension when the hose is being pulled out but reverts to
ighter tension as the hose is being retrieved.
- A positive action lock down. When engaged, this simple
)rake will lock the reel in place when shifting the gearbox to neutral,
is well as secure the reel for transport when desired.
- A miswind sensor. Should a miswind irregularity ever occur,
this sensor will automatically disengage the drive, protecting the
Reel Rain from damage.
- Large selection of models. In an effort to offer customers
the proper system for their irrigation needs, Reel Rain models are
available in 29 different hose size / drive platform configurations.
• Increased
speed range.
From .5 feet per
minute to 12.5
feet per minute,
you have the abil-
ity to control the
application rate.
With Reel Rain
Irrigation equip-
ment from
AMADAS
INDUSTRIES,
you and your
Dealer receive Reel Rain Model 1375
special attention from our fully equipped Service Department.
Each Service Technician is trained by the AMADAS staff engineer
who designed your Reel Rain. The 1000 Series offers only 5 of
many dependable models
of Reel Rain Travelers. Ask
your Dealer to show you
other models that might
meet your needs. Reel
Rain Travelers are avail-
able in models which will
efficiently irrigate from 35 to
400 acres per week.
l•!**, HQBBS.
Reel Rai
1�
100 Holland Ad. • P.O. Box 1833 Sutfolk. VA 23439-1833 • USA A M A D 1701 South Stappey Blvd. - P.O. Box W7 • Albany, GA 31706
Phone [phone] Fax [phone] Phone [phone] . Fax [phone]
AMADAS INDUSTRIES'polkyt is Qvw olcanNnuous Improvement, and we reserve the right to dmVe spedrketbns, design orprices wittwut incurring obligation.

MADAS SERIU 1030 REEL RAIN APP NDIX AD STMENTS & CHAR
CHARTS
6-13

0
w
w
w
r,
0
0
a
0
r,
0
c�
w
H
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O
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y
w
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0
w
t
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co
w
co
A
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**
DETAILED DEPTH OF WATER VS, TRAVEL SPEED CHART
FLOW
LANE
HOSE SPEED IN FEET PER MINUTE
RATE
SPACING
G.P.M
FEE
0.75
1
1.25
'i.5
1.75
2
2.5
3
4
5
fi
8
10
12
100
170
1.26
0.94
0.76
0.63
0.54
0.47
0.38
0.31
0.24
0.19
0.16
0.12
0.09
0.08
190
1.13
0.84
0.68
0.56
0.48
0.42
0.34
0.28
0.21
0.17
0,14
0.11
0.08
0.07
125
180
1.49
1.11
0.89
0.74
0.64
0.56
0.45
0.37
0.28
0.22
0.19
0.14
0.11
0.09
210
1.27
0.96
0.76
0.64
0.55
0.48
0.38
0.32
0.24
0.19
0.16
0.12
0.10
0.08
150
190
1.69
1.27
1.01
0.84
0.72
0.63
0.51
0.42
0.32
0.25
0.21
0.16
0.13
0.11
220
1.46
1.09
0.88
0.73
0.63
0.55
0.44
0.36
0.27
0.22
0.18
0.14
0.11
0.09
175
200
1.87
1.40
1.12
0.94
0.80
0.70
0.56
0,47
0.35
0.28
0.23
0.18
0.14
0.12
230
1.63
1.22
0.98
0.81
0.70
0.61
0.49
0.41
0.31
0.24
0.20
0.15
0.12
0.10
200
200*
2.14
1.61
1.28
1.07
0.92
0.80
0.64
0.54
0.40
0.32
0.27
0.20
0.16
0.13
230
1.86
1.40
1.12
0.93
0.80
0.70
0.58
0.47
0.35
0.28
0.23
0.17
0.14
0.12
225
210
2.29
1.72
1.38
1.15
0,96
0.66
0.69
0.57
0.43
0.34
0.29
0.21
0.17
0.14
240
2.01
1.50
1.20
1.00
0.86
0.75
0.60
0.50
0.38
0.30
0.25
0.19
0.15
0.13
250
-

APPENDIX. D S MENTS & CHARTS AMAD S SERIES 1030 REEL RAIN
CHARTS
LANE SET UP (Typical with turntable models)
SWIVIEL
1
I
4
�z
2MO ft
SPEED CHART
Model 1030 From Serial # A33162>
I
SPEED
GEAR
RPM
SPEED
GEAR
RPM
SPEED
GEAR
RPM
.75
L-1
1770
5.00
H-2
2750
9.00
H-3
2590
1.00
L-1
2290
5.25
H-2
2890
9.25
H-3
2660
1.25
L-1
2870
5.50
H-2
3030
9.50
H-3
2730
1.50
L-2
2040
5.75
H-2
3160
9.75
2810
1.75
L-2
2380
6.00
H-2
3300
10.00
_H-3
H-3
2880
2.00
H-1
1860
6.25
H-3
1800
10.25
H-3
2950
2.25
H-1
2090
6.50
H-3
1870
10.50
H-3
3020
2.50
H-1
2320
6.75
H-3
1940
10.75
H-3
3100
2.75
L-3
1960
7.00
H-3
2010
11.00
H-3
3170
3.00
L-3
2140
7.25
H-3
2090
11.25
H-3
3240
3.25
L-3
2310
7.50
H-3
2160
11.50
H-3
3310
3.50
H-2
1930
7.75
H-3
2230
11.75
H-3
3380
3.75
H-2
2060
8.00
H-3
2300
12.00
H-3
3450
4.00
H-2
2200
8.25
H-3
2370
12.25
H-3
3530
4.25
H-2
2340
8.50
H-3
2450
12.50
H-3
3600
4.50
H-2
2480
8.75
H-3
2520
4.75
H-2
2610
6-14

7 t .r:. c: i t r1 a dOHNDEERE7,:4
Performance Rating
Rated Gross Power ........... 80 bhp (60 kW) @ 2500 rpm
Peak Torque ............. 190lb.-ft. (258 N-m) @ 1400 rpm
Fuel Economy (BSFQ - . 0.367 ibihp hr. (223g/kW h) Q 2200 rpm
Continuous Rating .
Gross Power ................. 71 bhp (53 kW) a 2500 rpm
Peak Torque ............. 174 Ib.-ft. (236 N-m) ® 1600 rpm
RATED BHP is the power rating for variable speed and load applica-
tions where full power is required intermittently.
CONTINUOUS BHP is the power rating for applications operating
under a constant load and speed for long periods of time.
POWER OUTPUT is within + or - 5% at standard SAE 1349
conditions.
PHOTOGRAPHS MAY SHOW NON-STANDARD EQUIPMENT.
Performance Curve
-M--_M
Lmm
Fuel Comwopum
I L-
10 :7 14 16 Is 20 22 24 26
Engine Speed—rpm's in 1 Ws

Features and Benefits
Rugged one-piece cast-iron block
• Generous internal webbing provides sturdy engine structure.
• Crankshaft well -supported by five main bearings.
Replaceable wet -type cylinder liners
• Provide excellent heat dissipation.
• Centrifugally cast, precision machined for long life.
Three-ring low -friction pistons
• Cast of high grade aluminum alloy with extensive internal ribbing.
• High -ring piston, low -friction ring design increases fuel economy
and improves cold weather starting.
Free -breathing cross -flow cylinder head
• Provides unrestricted air flow for better operating efficiency.
• Integral intake manifold eliminates gaskets.
• Low heat rejection to coolant.
Contoured valves and valve seats
• Design reduces intake and exhaust restrictions for better
breathing.
• Valve rotators ensure constant cleaning of valve seat area for
longer life and cooler operation.
• Valve stems chrome plated for long life.
• Replaceable valve seats.
Forged steel dynamically balanced crankshaft
• Constructed of heat -treated high carbon steel for maximum
strength.
• Journal surfaces induction hardened for significantly increased
wear life.
Forged steel connecting rods
• 45-degree connecting rod/cap joint design allows use of larger
crankshaft connecting rod bearing for increased durability.
Fuel system
• Features rotary injection pump with mechanical governor and
electric fuel shut-off solenoid.
• Cam -driven mechanical fuel supply pump.
• Edge -type fuel filters in 9.5 mm injectors effectively prevent noz-
zle plugging.
Optional auxiliary drive
• Rated at 50 hp (35 kW) intermittent.
• SAE Aand B flanges available.
General Specifications
Engine Model ...... . ....................
4039D
Number of Cylinders ...........................
4
Displacement .....................
3.9 L (239 cu- in.)
Bore and Stroke - . 4-19 in.
x 4,33 in. (106.5 mm X i 10 mm)
Aspiration ......................
Naturally aspirated
Engine Type ....................
In•line 4 stroke cycle
Compression Ratio ...............
:....... 17.8 to 1
Length .........................
33.2 in. (844 mm)
Width ..........................
20.4 in- (519 mm)
Height ...........................
32.2 in- (818 mm)
Weight (dry) .............
....:...... 929 lb. (422 kg)
DEERE POWER SYSTEMS CROUP
P.O. Box 5100
Waterloo. la. 50704
Tea: [3191292-6060
Fax: [phone]
JOHN DEERE SARAN
B.P. 13
45401 Fleury Les Aubrais — France
Tel: [phone]
Far. (33) 38 82 60 00
DKE4976 L4ho,n U S A (90-091

tk
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LVAIL
IP
-A
Fiqi -e <ample of d i (feren t arrangements for thrust blocks.

IRRIGATION DESIGN
ENDS AND OTHER SPECIAL FrMNGS WHICH REQUIRE RESTRAINING.
2) MAINLINE PIPE SHALL BE 6- PVC CLASS 2W (SDR 21) AND SHALL BE
BURIED TO HAVE AT LEAST 3 FEET OF COVER.
3) EACH HYDRANT SHALL BE EQUIPPED WrM AN AIR -VACUUM REIlJLSE
VALE.
4) HEDGE ROAD LOCATED IN ZONES SA AND SB SHALL CLEARED. Prepared by: M. Floyd Adams P.E.
Date: May 16 1997
RAUGHON
,E: 1" = 4W'
��.• �N CARP �•..
.0`'4'yQPITO
�N�'�°�

I
CONTRA MATTIIII,
ELEVATION
DESWY•L TOP CIF. DIKE
MATTING SMALL BE APF
A MINIMUM OF 3' DOWM
INSIDE DIKE SLOPE FRO
SPILLWAY CREST
INSIDE SLOPI
1 EMERGENCY SPILLWAY
3 N.T.S.
ROUGH GRADED CONDITION PRIOR TO
BUILDING CONSTRUCTION. TO BE
CUT DOW4 FOR BUILDING BACKFALL
DISTURBED AREA
-- 2 FT MIN - f - -- - - --- '-
COMPACTED SOIL
_ — — 6TYPICAL
TEMPORARY DIVERSION
3 N.T.S.
18" MIN
CARE 7-AeNc i 4414),
Kos
--- T 2.00'
INSIDE TOP OF DIKE -
HOFIZONTAL OFFSET FOR
STAKING PurNT
CLAY LINER d 4.74 `
— STRIP TOPSOIL BEFORE FILLING DIKE:
TOP Of DIKE
—
3 of
Cf1ATERIALS REWIRING
I I � CLAY LINER _
-jIIIII (�
£xISTING
CLAY SOIL lililim Hill m 11111
IIlII�--,ILII
i
- 1.5 ` CLAY LINER L MATERIALS RLOUIRIKI
CLAY LINER `
f.S' CLAY LWER Jl
II,111
plo-
LINER/DIKE CROSS SECTION
N.T.S.
TOP OF' WEIR
PLACE. HIP RAP UP
SIDES OF DITCH /a2„ MIN
-- DITCH Nt U'E
'— 2' MI
ELEVA hON
TOP L* `BANK LIE (ONO
#5 wASNEU STONE -�
TOP OF BANK
FLOW F
I OP OFwE IR
\ I'
-l"
MAX
-- aw sTuNE SIZE of s-.
MAXIMUM SIZE OF 12
STONE
DITCH rN :I RT
--- — - 8' MIN 1'
MIN
- kXc'AVATED UOIMENI TRAP
IN DITCH SIZED AS SHOWN
ON PLAN
;! ON
6 RIP RAP CHECK CAM W/ TRAP
3 N.T.
EXISTING GRADE
IENCE POINT
PAD (SUBGRADE)
PROFILE VIEW
PLAN VIEW
fLON ROPE TIE BACKS TO PREVENT
DE SWAY CC DISCHARGE PIPE
6ATER$ATTACH TIE BACKS TO
JSTS SET IN LAGOON DIKE.
LL ROM PIPE
MINIMIZE
_._ _. .. iSCHARGE
PIPE.
2' TO 3' SECTION OF FLEXIBLE
R£WFORCFO CONNECTOR HOSE
SECURELY FASTENED TO PVC
WITH STAINLESS STEEL BANG
CLAMPS.
20 LF PVC DISCHARGE 'FLOATER" PIPE
WATERTIGHT PLASTIC BARREL OR
r S€mILAR FLOTATION DEVICE TO
SUSPEND ENDND OF PIPE JUST BELOW
WATER SURFACE — LASH PIPE TO
I FLOAT WiTN NYLtiN ROPE
i START PUMP LEVEL
STOP PUMP LEVEL
NIN. WATER LEVEI. AT
LTART UP
DOUBLE 4 x 4
PIPE Sk1PPOP.r �erz
• 4' MIN- WATER DEPTH SHOWN IS WITHOUT SC"
PROTECTION ON LAGOON BOTTOM. IF SCOUR
PROTECTION IS PRO%4DED. WATER DEPTH MAY BC
PIPE SUPPORT SHALL BE
DECREASED TO 1/2 IREATMENT ZONE DEPTH.
BACKFILLEO WITH CUT
AND COMPACTED
DISCHARGE
PIPE
N.T.S.
16'x FROM INSIDE TOP OF DINE ------
TOP OF DIKE
WtLI
I — III —III —III
—1 I I —I I I —I I I —I •�--11 3/4- PVC PIPE DRILLED 1 11 1 1-1 1 1-1 1 1-1 1 I AND GLUED INTO 3' PIPE
SET TOP OF PVC CAP AT
TOP OF DIKE ELEVATION
i
I
jT START PUMP
I
3-W
STOP PUMP
-3" PVt; PIPE
I I`-""� I I^I I I_ ---I
I I'._^ --I i Iw
•,�. BACKFILL AROUND STAFF GAUGE
N1TH 5ENTONITE AND COMPACT
III —III
—II IT --III
�:�•
�
-III—I
1 I —III
,e" BURY DEPTH MIN
7
STAFF
GAUGE-1i1111�11111
-q
N
T q
,—
j COMPACTED BACKFILL
/ MATERIAL 1 O' MIN
- I -I 11'1
_ I -I
= I El I IEE__
—I —
_. _.. I. --I q,-�_ vYav
vv vv6' DIAMETER SOCK COVERED,
PERFORATL0 PLASTIC PI0 BACKFILL MATERIAL AROUND Pft
v SHALL BE A COARSE SAND ITTH
-1I-LESS THAN 5% PASSING 0200
III I v I -I I SIEVE AND SHALL BE COMPACTED
TO 95X OF STANDARD PROCTOR
I - MA%IMLiM DRY DENSITY
I 2.0' MINIMUM
8 SUBSURFACE DRAIN PIPE
v N.T.S.
I�
DUPLrIN COUNTY
DATE: MAY 5, 1997
I SHEET 3 OF 4
NOT TO SCALE
i FA R R" W 0 0 D 117`2
7T
3600 SOW FARi*-A'�&'--
DETAILS

EARTH WQRK_.CA, LJ ULAD bl DATA
METHOD USED: 5 GRID
TOTAL EXCAVATION 104463 CY '* EXCAVATED CLAY
PAD AND DIKE FILL 75496 CY + REQ'D FOR LINER
NET 28967 CY CLAY WASTE
SUITABLE FOR LINER 21831 CY
WASTE 7136 CY
* FILL VOLUMES HAVE BEEN ADJUSTED BY 20% AND CLAY
VOLUMES BY 15 % FOR SHRINKAGE DUE TO COMPACTION.
*+ TOTAL EXCAVATION VOLUME INCLUDES UNDERCUT FOR
P4
F-P 4
\ P 5 �' \
CONTROL PT. # 3
REBAR
N = 4511.7337
E = 4694.7163
ELEV. = 101.62
LEGEND
-- 50 -- EXISTING CONTOUR
so FINISHED CONTOUR
DP PVC DISCHARGE PIPES
EL = 98.60 {
C.0
SC) STORM DRAINAGE i
INV = 98.05
SUBSURFACE DRAINAGE
_ _ = OBSERVATION TRENCH
APPROY Inn I F nF F" !'.CIRRt IC»ATFn
75' TURNING RADIUS
CONTROL PT. # 289
REBAR
N = 5052.1775
E = 4390.6976
ELEV. = 99.04
6" TILE l
I N V = 91.6 1
6" TILE IN V = 92.50
APPROX. 400 LF OF 6" CORRUGATED
PLASTIC SUBSURFACE DRAIN TILE WITH
FILTER SOCK. INSTALL 0 0.30% SLOPE.
�`—
c" ru r lkni nn on
GENERAL NOTES:
1.
ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH—
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM.
2.
ANY HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM
PAD AND LAGOON AREAS PRIOR TO PLACING FILL. ACTUAL STRIPPING
REQUIREMENTS SHALL BE SITE SPECIFIC, AND SHALL BE DETERMINED IN
THE FIELD. THIS MATERIAL SHALL BE STOCKPILED AND MAY LATER BE
RESPREAD ON BACKSLOPES TO HELP REESTABLISH VEGETATION, BUT SHALL
NOT BE USED AS STRUCTURAL FILL. INDIVIDUAL ROOTS OF 2 INCHES IN
DIAMETER OR GREATER WILL NOT BE ALLOWED IN FILL SECTIONS. ANY
STUMPS ENCOUNTERED IN LAGOON SIDE SLOPES OF BOTTOM MUST BE REMOVED.
SLOPES OR BOTTOM MUST BE REMOVED,
3.
THE SOILS INVESTIGATION DONE INDICATES SOME SUITABLE MATERIAL FOR
AS A LINER IN THE PROPOSED LAGOON AREA. THE BOTTOM AND SIDE
SLOPES SHALL BE UNDERCUT FOR A 1.5' THICK LINER, ANY SUITABLE
MATERIAL SHALL BE STOCKPILED AND USED FOR THE LINER. THE LINER
MATERIAL SHALL BE THOROUGHLY AND UNIFORMLY COMPACTED SUCH THAT
THE PERMEABILITY AFTER PLACEMENT SHALL NOT BE GREATER THAN
1.25 X 10-6 CM/SEC. UNDISTURBED CORE SAMPLES OF THE LINER
MATERIAL WILL BE TAKEN AFTER COMPLETION AND WILL BE LAB TESTED
TO CONFIRM THE PERMEABILITY. THE LINER MATERIAL MUST BE APPROVED
PRIOR TO PLACEMENT. SEE LINER / DIKE CROSS SECTION DETAIL ON SHEET 2.
4,
THE LAGOON IS BEING PLACED IN A WET AREA WITH THE WATER TABLE
BEING WITHIN THE EXCAVATED DEPTH. IT IS IMPERATIVE THAT THE
CONTRACTOR INSTALL DRAINAGE MEASURES AT THE START OF THE
BILE INV = 93.70
PROJECT AND MAINTAIN THEM UNTIL ALL LAGOON GRADING AND LINING
IS COMPLETED.
5.
THE LAGOON SHALL BE PRECHARGED WITH WATER TO AT LEAST 1/2 THE
I' OFFSET FOR
TREATMENT ZONE DEPTH AS SOON AS THE LINER IS COMPLETE AND HAS
AKEOUT TYP
BEEN TESTED. THIS IS IMPORTANT TO HELP REDUCE START—UP ODORS
AND TO GUARD AGAINST SLOUGHING OF THE LINER MATERIAL.
6.
ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKES
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY. IT IS RECOMMENDED THAT COMPACTION BE DONE WITH A
SHEEPSFOOT ROLLER.
12.00' TOP OF 7.
BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLDG.
DIKE WIDTH
SLAB SUBGRADE. SEE PAD CROSS SECTIONS FOR GRADE REFERENCE
POINT.
8.
BUILDING PAD AND LAGOON DIKE SIDE SLOPES ARE 3:1 UNLESS
OTHERWISE NOTED ON PLAN.
9.
ANY WATER SUPPLY WELLS PLACED ON THE SITE MUST BE A MINIMUM OF
100' FROM THE CLOSEST POINT OF THE LAGOON.
10.
THE FOLLOWING ITEMS SHALL BE DONE WITH REGARDS TO THE LAGOON
CONSTRUCTION BEFORE THE FACILITY IS CERTIFIED: LAGOON DIKES
FERTILIZED, SEEDED AND MULCHED INSIDE AND OUT; APPROVED SCOUR
1 PROTECTION DEVICES INSTALLED AT THE DISCHARGE PIPES; THE
STAFF GAUGE INSTALLED.
1t11. BEFORE BEGINNING EXCAVATION AN OBSERVATION TRENCH SHALL BE DUG
AROUND THE LAGOON AS SHOWN TO DETERMINE WHETHER DRAIN TILE IS
��`` F'Ktt ktNi IN INt LAGUUN AREA. IHE TRENCH SHALL BE A MINIMUM OF
5 FEET DEEP AND 4 FEET WIDE AND SHALL BE 25' OUTSIDE THE TOE
OF THE LAGOON. IF ANY DRAIN TILE IS FOUND IT SHALL BE REMOVED
11 COMPLETELY FROM THE LAGOON AREA. OUTSIDE THE TRENCH THE TILE
SHALL BE EITHER CAPPED OFF OR REROUTED AROUND THE LAGOON AS
DIRECTED BY THE ENGINEER.
11 12. THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE INTENDED
AS A GUIDE. THE EROSION AND SEDIMENTATION CONTROL REGULATIONS
11 IN NORTH CAROLINA ARE PERFORMANCE BASED AND ADDITIONAL MEASURES
MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE SITE. IT IS THE
11 LAND OWNERS RESPONSIBILITY TO PROVIDE AND MAINTAIN ALL SUCH MEASURES
THROUGHOUT THE CONSTRUCTION PERIOD.
1 SEEDING NOTES:
11 1.ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED AS
SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED. THIS INCLUDES 1
1' INSIDE SLOPES OF THE LAGOON.
2.PREPARE DISTURBED AREAS FOR SEEDING BY GRADING IN ALL SURFACE
1' WATER DIVERSONS AND SHAPING TO FINAL GRADES SHOWN ON PLAN.
1 3.APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
1 SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR
SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING
TOOL OR NETIING. ?
11
SOIL AMENDMENTS:
12000 LBS OF 10-10-10 FERTILIZER (1000 LBS/ACRE)
l 1 ' 24 TONS OF DOLOM111C LIME (2 TONS/ACRE)
1200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE) x
1� SEEDING SCHEDULE:
1 winter
720 LEIS OF FESCUE (60 LBS/ACRE) — SEPT 1 TO NOV 30
480 LBS OF RYE GRASS (40 LBS/ACRE) - DEC 1 TO MAR 30 '
11 360 LEIS OF RYE GRAIN (30 LBS/ACRE) — nurse crop for fescue
120 LBS OF UNHULLED COMMON BERMUDA GRASS (10 LBS/ACRE)
— JAN 1 TO MAR 30
summer
720 LBS OF PENSACOLA BAHIA GRASS (60 LBS/ACRE)—MAR 15 TO JUNE 15
11 96 LBS OF HULLED COMMON BERMUDA GRASS (8 LBS/ACRE)—APR 1 — JULY 31
1
TOTAL AREA TO BE SEEDED AND MULCHED = 12.0 ACRES (APPROX)
�1
I'
11 2
t
1

+ " r�1 GENERAL NOTES �
8
+ 719, fkiftNlNO FtAplkl4 '" \ 1. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH-
f 911 MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM.
2. ANY HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM
f, 1 r CAVATL TI:�I SEGTI �1 QF-.. "� - PAD AND LAGOON AREAS PRIOR TO PLACING FILL. ACTUAL STRIPPING
� �� CONTROL PT. 289. ! OVER�EX� ITCI, j FEAT DEEP TO
r{ . REQUIREMENTS SHALL BE SITE SPECIFIC, AND SHALL BE DETERMINED IN
ic�' REBAR ' r f' SERVE AS A SEDIMENT TRAP. .- EMOVE SEDIMENT AS NEEDED y� THE FIELD. THIS MATERIAL SHALL BE STOCKPILED AND MAY LATER BE
I DURING CONSTRUCTION T&-PREVENT DOWN STREAM SEDIMENTATIOYJ RESPREAD ON BACKSLOPES TO HELP REESTABLISH VEGETATION, BUT SHALL a
°i3' N. = 505�.1775 ' '3 NOT BE USED AS STRUCTURAL FILL. INDIVIDUAL ROOTS OF 2 INCHES IN
v S. REMOVE CHECK__D-AM AND ANY ACCUMULATION OF SEDIMENT
l I f - ``� DIAMETER OR GREATER WILL NOT BE ALLOWED IN FILL SECTIONS. ANY
ao i�ti R4 E = 4390.6,976 AFTER SLTE r5 STABILIZED. 94 STUMPS ENCOUNTERED IN LAGOON SIDE SLOPES OF BOTTOM MUST BE REMOVED.
00
Et-Ey
9,9..04
US E REMOVED.
1 cp
R� YSLOPES OR BOTTOM MUST 8
AN OBSERVATION TRENCH SHALL BE EXCAVATED 3. THE SOILS INVESTIGATION DONE INDICATES SOME SUITABLE MATERIAL FOR
9g AS S Af SUBSURFACE DRAIN INSTALLATION AS A LINER IN THE PROPOSED LAGOON AREA. THE BOTTOM AND SIDE
C R. ANY SUITABLE
E
SHALL INCI�IDE SPECTfON FOR EXITING TILE SLOPES SHALL BE UNDERCUT FOR A 1.5 THICK LINER.
�� MATERIAL SHALL BE STOCKPILED AND USED FOR THE LINER. THE LINER
1, 97 WITHIN THE EXCAVA9�D AREA. MATERIAL SHALL BE THOROUGHLY AND UNIFORMLY COMPACTED SUCH THAT
$�
THE PERMEABILITY AFTER PLACEMENT SHALL NOT BE GREATER THAN
o 0n 3 p 3 1;
9g 1.25 X 10-6 CM/SEC. UNDISTURBED CORE SAMPLES OF THE LINER
99' ;'> �9S WILL BE TAKEN AFTER COMPLETION AND WILL BE LAB TESTED 1
99 TO CONFIRM THE PERMEABILITY. THE LINER MATERIAL MUST BE APPROVED
PRIOR TO PLACEMENT. SEE LINER / DIKE CROSS SECTION DETAIL ON SHEET 2.
_._:_.M �� i 1\ ---� `- •,. 4. THE LAGOON IS BEING PLACED IN A W AREA WITH THE WATER TABLE
�
w �INV. = 85.31 \
BEING WITHIN THE EXCAVATED DEPTH. IT IS IMPERATIVE THAT THE
CONTRACTOR INSTALL DRAINAGE MEASURES AT THE START OF THE
9^ �04 ��, / PROJECT AND MAINTAIN THEM UNTIL ALL LAGOON GRADING AND LINING
b / 1� .:.:, ... ��` f` j IS COMPLETED. (4-5 A1G
100 _. 00
_s �� _ 10 n 5. THE LAGOON SHALL BE PRECHARGED WITH WATER TO AT LEAST 1 /2 THE
'C1� sJ5 FjV ,� ` U9 ``.�` �r `+ < TREATMENT ZONE DEPTH AS SOON AS THE LINER IS COMPLETE AND HAS
`�-� 50 OFFSET FOR
L5 `�-- �� ���. 7 STAKEOUT TYP BEEN TESTED. THIS IS IMPORTANT TO HELP REDUCE START-UP ODORS
HIGH __ 1
) AND TO GUARD AGAINST SLOUGHING OF THE LINER MATERIAL. i
6. ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKES
END OF FARROWING �. :..�_ 98
! P 99 + SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY
�F PAD SUBGRADE ELEV. = 105.04 /, �Ep P �/ I -� DENSITY. IT 1S RECOMMENDED THAT COMPACTION BE DONE WITH A f
06 SHEEPSFOOT ROLLER.
yl ' INV./ 88.67 � 7. BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLDG.
HIGH END OF PAD o 99 12.00 TOP OF SLAB SUBGRADE. SEE PAD CROSS SECTIONS FOR GRADE REFERENCE
SUBGRADE ELEV. = 105.53 o 98 '� DIKE WIDTH POINT.
;1
103 ��� 1 8. BUILDING PAD AND LAGOON DIKE SIDE SLOPES ARE 3:1 UNLESS
1 > OTHERWISE NOTED ON PLAN.
FP3 9. ANY WATER SUPPLY WELLS PLACED ON THE SITE MUST BE A MINIMUM OF
' r
4,
l
j I 1 100' FROM THE CLOSEST POINT OF THE LAGOON.
�9
,.. �o ��
{�
011 1 10. THE FOLLOWING ITEMS SHALL BE DONE NTH REGARDS TO THE LAGOON
9& aR
CONSTRUCTION BEFORE THE FACILITY IS CERTIFIED: LAGOON_ DIKES _
_ VQ n ` I1S "ZED, t`fCn rn .� ern r u u N rrn r• rnrnw
�� V .n �` �l •flL ` VC1 ` I I i '' 1 _.-..-��.., ..............`� ......
I r PROTECTION DEVICES INSTALLED AT THE DISCHARGE PIPES; Tl`1E
"DITCH \INV. = 90.00 11 STAFF GAUGE INSTALLED.
2 I - �5 11 11. BEFORE BEGINNING EXCAVATION AN OBSERVATION TRENCH SHALL BE DUG
v P4 t AROUND THE LAGOON AS SHOWN TO DETERMINE WHETHER DRAIN TILE IS
P4 J �Z ' .,.. ` PRESENT IN THE LAGOON AREA. THE TRENCH SHALL BE A MINIMUM OF
5 FEET DEEP AND 4 FEET WIDE AND SHALL BE 25' OUTSIDE THE TOE
3 OF THE LAGOON. IF ANY DRAIN TILE IS FOUND IT SHALL BE REMOVED
COMPLETELY FROM THE LAGOON AREA. OUTSIDE THE TRENCH THE 11LE
CONTROL PT. 2 11 SHALL BE EITHER CAPPED OFF OR REROUTED AROUND THE LAGOON AS
P5. # DIRECTED BY THE ENGINEER.
REBAR ri
12, THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE INTENDED
5022.7788 AS A GUIDE. THE EROSION AND SEDIMENTATION CONTROL REGULATIONS
�fl j ` IN NORTH CAROLINA ARE PERFORMANCE BASED AND ADDITIONAL MEASURES
E = 4739.4184 lI MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE SITE. IT IS THE
t 1 11 LAND OWNERS RESPONSIBILITY TO PROVIDE AND MAINTAIN ALL SUCH MEASURES {.
]07 1OS ao ✓ ,-- O Ndp ELEV. 4 94.55 ly THROUGHOUT THE CONSTRUCTION PERIOD.
708 11
P6
\ "
P7
EARTHWORK
METHOD USED: 5 GRID
TOTAL EXCAVATION 104463 CY EXCAVATED CLAY 21831 CY
PAD AND DIKE FILL 75496 CY * REQ'D FOR LINER 21831 CY
NET 28967 CY CLAY WASTE 0 CY
SUITABLE FOR LINER 21831 CY
WASTE 7136 CY
* FILL VOLUMES HAVE BEEN ADJUSTED BY 20% AND CLAY
VOLUMES BY 15 % FOR SHRINKAGE DUE TO COMPACTION.
SEEDING NOTES:
1.ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED AS
S
O _ SOON AS POSSIBLE A
_ FTER FINAL GRADING IS COMPLETED. THIS INCLUDES
INSIDE SLOPES OF THE LAGOON.
9
-y
6
0 �1
9) { ^ pREPARF 0!SrJP9E:D p?FA4 FOR SEEDING BY GRADING IN ALL SURFACE
WATER DIVERSIONS AND SNAr-ING TO FINAL GRADES SHOWN ON PLAN.
Pi
3.APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
Z �N 1 SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR
.A O SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH ANCHORING
a `� � 9 _ _ L U
r' TOOL OR NETTING.
OFFICE SUBGRADE
' - r
ELEV. = 10140 013 /� �� 9 11 SOIL AMENDMENTS:
R6 Oa \NG 12000 LBS OF 10-10-10 FERTILIZER 1000 LBS ACRE
R�V 24 TONS OF DOLOMITIC LIME (2 TONS/ACRE) / )
\O / �' ' / i 1200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
CONTROL PT. , 3 014 F �N �� �2 .
REBAR I Po � / �I jSEEDING SCHEDULE:
f o / °j '
P 9 winter
N = 451,1.7337 �, � - ,
E = 46 9 4. 71 C 3 70,3 `°�``` °��R s9 / /� ��� 8 4 , ' 720 LBS OF FESCUE (60 LBS/ACRE) - SEPT 1 TO NOV 30
f 480 LBS OF RYE GRASS (40 LBS/ACRE) - DEC 1 TO MAR 30
�� ,� � ' 360 LBS OF RYE GRAIN (30 LBS/ACRE) nurse crop for fescue
ELEV. = '101.62 � rv.
99 120 LOS OF UNHULLED COMMON BERMUDA GRASS (10 LBS/ACRE)
` - JAN 1 TO MAR 30
�07 11 summer
720 LBS OF PENSACOLA BAHIA GRASS (60 LBS/ACRE)-MAR 15 TO JUNE 15
LEGEND
,., v 96 LBS OF HULLED COMMON BERMUDA GRASS (8 LBS/ACRE)--APR 1 - DULY 31
1 °�' - - � LAGOON ELEVATION DATA ���' ��
�_}00 TOTAL AREA TO BE SEEDED AND MULCHED = 12.0 ACRES (APPROX)
EXISTING WOODSLINE /� 9� I --".CONTROL PT. # 1 TOP OF DIKE ELEV. = 100.00 I
103 / 9g o1 REBAR
----- --- -- EXISTING CONTOUR EMER. SPILLWAY ELEV. = 98.70
so
w, 9 IN = 5.000.0000 START PUMP ELEV. = 97.20 II TEMPORARY SEDIMENT TRAP
3
N E = 5000.0000 (S STOP PUMP ELEV. -= 94.20 LENGTH = 75.00
1
50 FINISHED CONTOUR � _ I,
�t� ELEV. = 100.00 - FINISHED BOTTOM ELEV. - 88.20 WIDTH = 38.00'
d 8 OVERALL DEPTH = 3.00'
DP PVC DISCHARGE PIPES `� NOTE: RAISE TOP OS DIKE TO 'f, 11 SEDIMENT STORAGE DEPTH = 1.58'
f'10 STONE WIER LENGTH - 11 6C
PazLIDELEV.= 102.00 AS SHOWN
SD STORM DRAINAGE'
- - - 01� L/ f
LOW END OF FARROWING
- -- - SSD - ---- --- SUBSURFACE DRAIN AG _. .-. 99 `
or L r- P - SUBGRADE ELEV. = 98.73 1
- �..
100 = f
OBSERVATION TRENCH 016 98 '
LOW END OF PAD ��
TD TEMPORARY DIVERSION SUBGRADE ELEV. = 98.40 99�' �'�� " "' ��� ��'`'