090199_CORRESPONDENCE_20171231 (2)

Producer:
Location: J` R i 00 , -, 8 � � cl c s. Co I] E;1�..
Telephone: 9 tics ala a im�' 19
97
- Type Op6ratidn:-
Number of Animals: tip
(Design Capacity) ,
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report-from-your-waste-management-facility.--Attached-you-will-find information -on— - -
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H.0217 adopted by the Environmental Management Commission.
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where 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
cy
strongly `encouraged so that all plant nutrients can be balanced for realistic yields of the
as
crop to be grown.
-tr
Several factors are important in implementing your waste utilization plan in order to
ay c*
_ maximize the fertilizer value of the waste and to ensure.that it is.applied in an
z3henvironmentally
safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
°1
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities,. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year.' With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not applywaste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoff to surface waters which is not
allowed under DEM regulations. Wind conditions should also be -considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be -applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report-from-your-waste-management-facility.--Attached-you-will-find information -on— - -
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H.0217 adopted by the Environmental Management Commission.

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Amount of Waste Produced Per Year(gons, ft3, tons, etc.j
6y 6� animals X gkamt.) waste/animal/year = 3 -'U$ (amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
1400 animals X .'{albs_PANlanimaVyear. =. yd3albs. PAN/year. (PAN from N- C. Tech:
Guide Std. 633) _ - -
-
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
—#------No.- - Tvae --- - ---Per-Ac. * Annlicatiod-- - -
Total 1 Ij33J `f 10 �J 1
* This N is from animal waste only. If nutrients from other sources such as commercial
fertiliser are applied, they must be accounted for. N must he based on realistic yield
eexion- --_--.--
NOTE. The applicator is cautioned that P and K maybe over applied while meeting the N
requirements Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients This plan only addresses Nitrogen.
F�

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
* S'ee footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 13 , 3 3 go LI
Table 2
Total - t 3.5 3 LIQ o `i
Amount of N Produced LI p "3
Surplus o efic -7
NOTE. 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.
3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field., Soil Type _ Crop Application Application
No. ' --Rate In/Hr Amount Ing.
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SMI AR TABLE WILL
BE NEEDED FOR DRY LTITER OR SLURRY.
---- - Your -facility is designed-forl-10 days oftemporary storage and the temporary -storage ---
must be removed on the average of once every� MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation 4 -see f sk—C-e
Call the local Natural Resources Conservation Service (formerly Soil C6.nservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.
4
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r
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A,413
16 e -e-
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SMI AR TABLE WILL
BE NEEDED FOR DRY LTITER OR SLURRY.
---- - Your -facility is designed-forl-10 days oftemporary storage and the temporary -storage ---
must be removed on the average of once every� MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation 4 -see f sk—C-e
Call the local Natural Resources Conservation Service (formerly Soil C6.nservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.
4

REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited. Illegal
discharges are subject to the as of.civil penalties.of $10,000 per day by the
Division of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land on which to properly apply the waste.
If the producer does not own adequate land to properly dispose ofwaste,,he shall
provide NRCS with a copy of a written agreement (sample enclosed) with a landowner
who is within a reasonable proximity, allowing him/ber the use of the land for waste
application for the life expectancy of the production facility. It is the responsibility of
the owner of the facility to secure an.update of the Waste Utilization Plan when there
is a change in the operation, increase in'the number of animals, method of utilization,
or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate_ conditions,
and level of management, unless there are regulations that restrict the rate of
application for other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS)
or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be
no greater than 10 tons per acre per year and appropriate filter strips will be used
where runoff leaves. the field. These filter strips will be in addition to "Buffers"
required by DEM. [See FOTG Standard 393 - Filter Strips and Standard 390
(Interim) - Riparian Forest Buffers.]
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when the wind is blowing.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not
_ occur_during_a_season.prone.to_flooding.—(See"Weather_and.Climate.in.North _
Carolina" in the Technical Reference - Environment file for guidance.)

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REQLMZED SPECIFICATIONS
(continued)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should, occur in order to
control conditions conducive to odor or flies and provide uniformity of application..
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that no
more than. 20 to 25 percent of the leaf area is covered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils should
be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop
on bare soil.
11. Animal waste shall not be applied closer than 25 feet to surface water. This distance
may be reduced for waters that are not perennial provided adequate vegetative filter
strips are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
15. Animal waste shall not be discharged into surface waters, drainageways or wetlands by
a discharge or by over -spraying. Animal waste may be applied to prior converted
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal waste should not be applied on grassed waterways that discharge _
directly into water courses, and only then at agronomic rates provided the application
causes no runoff or drift from the site.

REQUIRED SPECIFICATIONS
(continued)
16. Domestic and industrial.waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged, into the animal waste management system - - - -
17. Lagoons and other uncovered waste containment structures must maintain a maximum
operating level to provide adequate storage for a 25 -year, 24-hour storm event in
addition to the one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible.
Lagoon berms and structures should be inspected regularly for evidence 'of erosion,
leakage, or discharge.
_19.1fanimal production at the facility is to.be..suspended or.terminated, the owner_is_ -
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
20. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should
be kept on site.

I:::II11IFI1T
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WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: I f ►,e u L
Owner/Manager Agreement
I (we) understand and will follow and implement the specification and the operation and
maintenance procedures established in the approved anuimaI waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that -there must be no discharge of
animal waste from this system to surface wasters of the state from a storm event less
severe than the 25 -year, 24-hour storm. The approved plan will be filed on-site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner:—
(Please print)
Signature: ate:
Name of Manager(If different from owner):
Signature:
Name of Technical Specialist: (Please
Affiliation:• wI L
�
Address (Agency}: { Q
Sign
Date:
r F0. rn ��� , p� f ✓Y��
ak
8

Insect Control Checklist for Animal Operations
Source Cause
BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters Accumulation of solids
Flush system is designed and operated
sufficiently to remove accumulated solids from
utters as designed.
2/11 emove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
GK 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 water's edge on Impoundment's perimeter. "
Feeders Feed Spillage Gr Design, operate and maintain feed systems (e.g.,
' bunkers and troughs) to minimize the
accumulation of decaying wastage.
C� Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer, I5-30 day interval
orage Accumulations of feed residues SK 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).
0 Inspect for and remove or break up accumulated.
solids in filter strips around treed storage as 4 '�
needed.
'MAY 1997
AMIC - November 11, 1996, Page I

For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27595-7513.
AMIC - November 11, 1995, Page 2
r;
Source Cause
BMPs to Control Insects. Site Specific Practices
Animal Holding Areas Accumulations of animal wastes O
Eliminate low areas that trap moisture along
and feed wastage
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
O
Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling Accumulations of animal wastes p
Remove spillage on a routine basis (e.g., 7 - 10
Systems
day interval during summer, 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
D
Provide for adequate drainage around manure
stockpiles.
O
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, 27595-7513.
AMIC - November 11, 1995, Page 2

IVlortaiity Manageinent Methods
(clieclt which method(s) arc being implemented)
Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Renderingat a rendering plant licensed under G.S. 106-168.7
sy 71 a
j
Sores -gGeD A rr- 5 rrE. fez. Vt^D Au IM At- [Q uier-r aA-!
Complete incineration_ �*
y
`n ve-p
In the case of dead poultry only, placing in a disposal pit of a size and- de tgn
approved by the Department of Agriculture
Any method which in the professional opinion of the State Veterinarianwbul'd
make possible the salvarn
ge of part of a dead animal's value without endangering
a
human or animal health. (Written approval of the State Veterinarian must be
attached)
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December 18, 1996

RECEIVED I
c.. DE RNR -DEM -:Wo i I
PERMITS E_�
i at #. UN
IT
97"AY- -8 An 10: 43 _
s. =`'71ERRIGATION SYSTEM DESIGN PARAMETERS
61 S
Landowner/Operator Name: P Pi Rtr U'.t = lj(L � _ County: J3 '
Add ss:iiax 4 j
n - '; o1p�M,5f-14, 11 C- a 7469 Date:
Telephone: 4 O -a'gn III '
TABLE 1 - Field Specifications
EXifIBiT D-1
Field'
Number.
Approxlmate
Maxlinunl
Useable Size
orField2
(acres)
Soil Type
Slope
(%)
Cro (s)
Maximum
Application
Rate3
(tn/hr)
Maximum
Appllcatlon '
per Irrigation
Cycle3
(inches) Conunents
i3,-7fv
A
3-
13ea
a
Wok C.A
45
3
2-o3
I AfaA
3-45
g e.r", CkcS
.5
_5
t .9
/J!' 'A
3-5
Be ,,A
-
I
I
ISee attached map.
ZTotal field acreage n-inus.required buffer areas. j
3Refer to N. C, Irrigation Guide, Field Office Teclunical Guide, Section 11 G. Annual application must not exceed the agronomic rates for the soil and crop used.
1
t MRCS, NC
NNE, 1996

EXHSFF D-2
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment: r
7 A
e-
�r; ✓e
�� e ,, >~G e
Field Nol
andSpeed
Hydrant Not
Travel
(ft/min)
Application
Rate
(in/ltr)
TRAVEL LANE
Ef ective Efrectivc
Width (fl) Length (fl)
Wetted
Diameter
(feet)
Nozzle
Diameter
(inches)
EQUIPMENT SETTINGS
Operating Operating
Pressure Pressure
Gun (psi) Reel (psi)
Are
Patteni3 Comments
1
a.`�C)
[So
sir
7(�v
.�5
�d
`�
IO
C
`7
69 !
;Kb
7
T
3
a.7'
,3 7
PF6
yq I
aGO
C1 qT
10.E
"?
k
��1)
hCG
+75
(
q�Q
l See attached map.
(Show separate entries for each hydrant location in each field.
3Use the following abbreviations for various arc patterns-. F (full.circle), TQ (three quarters), TT (two thirds), H (lialf circle), T (one third), Q (one quarter).
May also use degrees of arc. -
MRCS, NC
JUNE, 1996

EXIMIT D-3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment:
Field Not Wetted
and Number of Diameter
Line Not Hydrants (feet)
Hydrant Spacing (ft)
Along Between
Pipeline Pipelines
OPERATING PARAMETERS
Application Nozzle Operating Operating
Rate Diameter Pressure 'Time
(in/hr) (inches) Gun (s1) Hydrant r
Comments
y
e
.
iSee attached map.
2Show separate entries for each pipeline with hydrants in each field.
MRCS, NC
JUNE, 1996

TABLE 4 - Irrigation System Specifications
t
TABLE 5 - Thrust BlocIc Specifications
Desiener may provide thrust Mock details on sensrate sheet.
THRUST BLOCK
LOCATION AREA (sq. ft.)
900 Bend �.� to
Dead End - .
Tee I; -Y-1
uKr-
t3�. 03
'See USDA -MRCS Field Office Technical Guide, Section IV, Practice Code 430-131).
EXHiBFF D-1
MRCS, NC
JUNE, 1996
Traveling
Irrigation Gu6
Solid Set
Irri atlon
Flow Rate of Sprinkler (Cpm)
Aerating Pressure at Pump (psi)
I
Design Precipitation Rate (in/lir)
.3 j
Hose Length (feet)
�U I
xxxxxXXX
Type of Speed CompensationG
cG r..q
XXXXXXXX
Pump Type (PTO, Enginc, Electric)
Pump Po\ver Requirement (hp)
Q
t
TABLE 5 - Thrust BlocIc Specifications
Desiener may provide thrust Mock details on sensrate sheet.
THRUST BLOCK
LOCATION AREA (sq. ft.)
900 Bend �.� to
Dead End - .
Tee I; -Y-1
uKr-
t3�. 03
'See USDA -MRCS Field Office Technical Guide, Section IV, Practice Code 430-131).
EXHiBFF D-1
MRCS, NC
JUNE, 1996

I F
1 f'
IRRIGATION SYSTEM DESIGNER
14
E
Name: ee-�
Company: FIA -.r-. $ (
Address:
f [mac r7 °► Rase- H
f
Phone:
.,Ad -t.. W �y:
4-.tts ! 1
i
Gar 54.,1
�97
r�► FF N,e-.
410 0e4-��
REQUIRED DOCUMENTATION
The following details of design and materialsmustaccompany all irrigation designs: y
I
I . A scale drawing of the proposed irrigation system which includes hydrant locations, travel l lanes, pipeline routes, thrust block locations and buff ei 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. j
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 spriiilder(s).
7. Manufacturer's specifications for the{;iirigation pipe and/or USDA-NItCS standard for IrrigAtion Water Conveyance,
N.C. Field Office Teclniical GuideSection IV,.Practice Code 430 -DD. i
8. The information required by this form'arc 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 installedin lagoon or storage pond embai-Junents without the approval of the designer.
,I • II
NOTE: A buffer strip '50, feet wide`,or wider must be maintained between Elie limits of the irrigation system and all pereruiial
streams and surface waters per NC Statutes.
i
MRCS, 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.
- c
EXHIBrr D-6
i
MRCS, NC
i
JUNE, 1996
MEANT M - a•
ami . __i. _
f_ ,�
WWI
l �,(W�� _ _ I _ E •
OWN
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MI
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MRCS, NC
i
JUNE, 1996

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CONSTRUCTION NOTES
Use Class 200 Gasketed PVC pipe.
Use Schedule 80 Fittings
Install pipe with a minimum cover of 20".
Do not dig trench beyond changes of direction or ends of mainline -- must
have undisturbed earth to support thrust blocks.
Dig a wedge into the trench bank to form the thrust block area.
WCC.k
Refer to the design for thrust block calculations. Use no less than the
minimum required area of concrete.
Install 2" air reliefs (AV150's) where designated by -"-A- on the scaled
drawing('s)-.
A technical specialist with "I" designation must be notified 2-3 days before
installation so that he/she may schedule inspection visits during installation.
Eti

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27A PERFORMANCE GUIDE
Syslorn Inlet pressure shown above Is for Turbine Drives. Engine Orives will be approx 10 PSI lower.
Area covered may vary depending on mind conditions, field dimensions and use of unspecified sprinklers.
The average area covered per run Is 4 acres.
The 'uystt:m Inlet Pressure' is the piessuie iequired at the ItJYcicr inlet. It Includes allowances for the traveler plumbing and
drive, PE lube and sprinkler pressure. Turbine drives will require additional pressure at higher speeds. II does not lnctuda any
prossure allowances for field elevation or mainline pressure loss.
Use Iho small gearbox pulley at ground speeds ahovn 75 feel per hour.
NOTE: SpeclllCallons Are subjecl to change whhoul notice.
544-0403 1
27A X 820' WATER
SPRINKLER
-REEL PERFORMANCE
INCHES DEPTH OF APPLICATION
NELSON
SYSTM
'IRRIGATED
TRAVEL SPEED -FEET PER HOUR
58100
$ NOZ:
PERFORMANCE
PSI GPM DIA
INLET
PSI
-" AREA
WIDTH X LNGTH
40
50
75
100
125
150
225
,812"
50 100 230
76
161 X 901
1.3
1.0
0.7
0.5
0.4
0.3
0.2
Ring
or X'
60 110 245
70 116 260
89
102
172 X 906
182 X 911
1.4
1.4
1,1
1.1
0.7
0.7
0.5
0.5
0.4
0.4
0.4
0:4
0.2
0.2
Taper
80 127 275
50 115 240
115
193 x 916.
1,4
1.4
1.1
1.2
0.7
0.6
0.4
0.4
0.2
.857"
81
168 x 904
0.8
0.6
0.5
0.4
0.3
Ring
'= 60 . -125 -26U'
94
182 X 911
1.4
1.2
0.8
0.6-
0.6
0.4
0.3
ory75"`
70 135 275
108
193 X 916
1.5
1.2
0.8
0.6
0.5
0.4
0.3
-Tape rz
80 145 285
122
200 X 920
1,5
1.2
0.8
0.6
4.5
0.4
0.3
.895"
50 .
129
250
85
175 X 908
1.6
1.2
0.8
0.6
0.5
0.4
0.3
Ring
60
141
279
100
189 X 915
1.6
1.3
0.8
0.6
0.5
0.4
0-3
or .8"
70
152
290 -
- 114
203 x 922
1.6
1.3
0.8
-0.6
-0.5
0.4
0.3
Taper
80
163
300
129
210 X 925
11,6
1.3
0.9
0.7
0.5
0.4
0.3
.927"
50
150
255
94
179 X 909
1.6
1.4
0.9
0.7
0.6
0.6
0.3
Ring
60
164
275
110
193 X 516.
1.8
1.4
1.0
0.7
0.6
0.5
0.3
or .85"
70
177
295
126
207 X 923
1.8
1.4
1.0
0.7
0.6
0.5
0.3
Taper
80
189
305
142
214 X 927
1.9
1.5
1.0
0.7
0.6
0.5'
0.3
167
260
101
182 X 911
1.9
1.5
1.0
0.8
0,6
0.5
0.3
.965"
50
Ring
60
183
280
119
196 X 918
2.0
1.6
1.0
0.8
0.6
0.5
0.3
or .85"
70
198
300
136
210 X 925
2.0
1.6
1.1
0.8
0.6
0.5
0.4
Taper
80
211
315
153
221 X 011
Z10 X 925
2.0
1.6
1.1
0,8
Q.6
0.5
0.4
1.011
50
204
300
119
2,0
1.8
1.1
0.8
0,1
0.5.
0.4
Taper
60
224
316
141
221 X 931
21
1.7
1.1
0.9
0.7
0.6
0.4
Bore
- HOURS FOR 820 FEET OF TRAVEL:
20.5
16.4
10.9
8.2
6.6
5.5
3.6
Syslorn Inlet pressure shown above Is for Turbine Drives. Engine Orives will be approx 10 PSI lower.
Area covered may vary depending on mind conditions, field dimensions and use of unspecified sprinklers.
The average area covered per run Is 4 acres.
The 'uystt:m Inlet Pressure' is the piessuie iequired at the ItJYcicr inlet. It Includes allowances for the traveler plumbing and
drive, PE lube and sprinkler pressure. Turbine drives will require additional pressure at higher speeds. II does not lnctuda any
prossure allowances for field elevation or mainline pressure loss.
Use Iho small gearbox pulley at ground speeds ahovn 75 feel per hour.
NOTE: SpeclllCallons Are subjecl to change whhoul notice.
544-0403 1

Caw: mm.Hal C, I. PMNa. H-928
ImP.11•r; MH.HaI C.I. Patt.No. L- 1076
550 MAXIMUM WORKINC FNCssURC 24" PSI
500
450
400
350
z
a �
w 300
s
U
{ 250
z
�a
a
200
0
50
50
0.
ENGINE DRIVE I LUfVe 4111 flaLie I.Ut
Da3-72ted 1 -
M—h. Na H-!928
M.eh. Na L-3077 GI.. '3-'12' FULL
VAR i ()US N.P.M. - Cyo"
m• F,, lar1+nn .I
u• I.r.l mu.
M-1 ® M,S Q
- -- ----- 50
w
yo I
1351,
0 50 00 50 200 250 300 350 400 450 5X 550 600 650 700 750 800 850 900
CAPACITY IN U.S. GALLONS PER MINUTE �]
C-7045 ea,.d o. T-2605 suo.n.a.• C-7445 oa.a 5 1-7 ° 0.1112-22--. MODEL B 2-'J . v Q B L
81211

LISTERAVECO POWER UNIT
WATER-COOLED
January 1, 1996
LPU.WC
MODEL
NET CONTINUOUS HORSEPOWER
LOWEST
FUEL
CONSUMPTION
ENGINE SPEED, RPM
1600
1700
1800
1900
2000
2100
2200
2500
LPW2
9
10
11
11
12
13
13
15
.380 @ 2000
LPW3
14
15
16
17
18
19
20
23
.380 @ 2000
LPW4
18
19
22
23
25
26
27
31
.380 @ 2000
LPWT4
28
31
33
35
36
39
41
43
.400 @ 1800
y 8031 I'
34
36
39
40
42
43
44
48
.362 ® 1800
1. NET CONTINUOUS HORSEPOWER rating includes fan, air cleaner, and muffler,
if equipped.
2. LOWEST FUEL CONSUMPTION is in Ib/hp-hr:
Gallons/hour Actual hp x Ib/hp-hr
7.076
3. DERATING:
N.A. engines:
Temperature - 2% per 10°F above 85°F;
Altitude - 3.5% per 1000 FT above 500 FT
Turbocharged engines (LPWT4):
Temperature -.3% per 10°F above 85°F;
Altitude - 2.5% per 1000 FT above 500 FT
49
El
0

BIG GUN r@ PERFORMANCE TABLES
NOZZ I c
105
P.S.1, GPM CIA
�tOY W250fl.".345.
70 270 360'
90 310 390.
110 1 340 410'
130 370 425'
PSI
50
60
70
80
90
100
".110
120
Nozzle
Nozzle
Nuzzle
tozzle N o-, z In
?"
No7z lo 140-'Ic
i, X
GPM. M. CIA
.7"
V
.91 t 0"
310 360:
1.2" 1
416 410'
1336: -"'f3
Rs P. GNA DIA.
GPIA DW
GPI.'. CIA, GPfA DIA
GPw, CIA
i Gpm DIA
sis ;450'.
-425 440'
4rO!
390 430,
I -1V
2 5,
M' 1
-1w I- I .
.. .. -V.- � z .'...:350....• " k "-" 3 6 0!":
A65
o.
c
w Ito 265'
143 265'
.182 225 325'
275 -145'
1 330 3551 385
"l-0
!'J!"
630 W 5 ..72'-'. 530'
6215
550,
1'55 bib,
7!6 .' I D'
10;0
''(;O'
6: 128- 290
165 310'
210 335' 2
315 27-:
380 445 4;0,
Yll'
11.
4
Z. -W �f Z
3 3 5 .: 39
- 410'
415,
10: 143 310,
185 3 0'
235 355' 290 375'
355 4c�-
25 420; 101)
470,
4
J'C4 7-
3?0
51141511414(;Y
120 157 330,
1104 350,
256 375' i 320 395,
385 42-1-
465 440' 645 4L'0"
N5�
R
140 4 DO.
V
Lips
Ring Ring
Ring Ring
RingR
6!1!,
69
lilo
.8G" 97"
i 06" 1.10,
1.26-
3"01A.
14V
Rs 1.
GPM.OIA. GPI" CIA,
GPY 01A cpm CIA.
GPW MA.
GPM,
Gilt".
60
110 260' 143 200'
W 300, M 3t5'
275 330
385
1-370w"m 417'
-9
k--
-350t -*f 355 365'
:-,t°.415 3110'.--.:-
90
126 280, 165 300,
M 320' 260 340,
315 360 380
445 51
525
025
Vwxcr
'on,
100
143 3CF0. 85 320'
235 290 360'
355 360 425 4013'
500
M.-
MIEW 3 1 OXIIZZ)
C
70 ._�%415 4W,
�.525 42r,
Q0
157
258 360, 320 3130'
385 40- 465 20'
545 43'
NOZZ I c
105
P.S.1, GPM CIA
�tOY W250fl.".345.
70 270 360'
90 310 390.
110 1 340 410'
130 370 425'
PSI
50
60
70
80
90
100
".110
120
Nozzle
Nozzle
N0771t
1 1,1'
?"
1 31
GPIA rV,
GPM. M. CIA
GMI C11,
"375- 390,
310 360:
355 395,
416 410'
1336: -"'f3
410-
46 430-
350 010'
405 425'
05 4
sis ;450'.
-425 440'
4rO!
390 430,
445 450'
525 470'
; q'•'
A65
o.
c
425 445'
405
465
NOZ7141
Iqozzl'
5 1J., Fling
I" aual)
'�cl
'M' DIA
I '`-
GVIA
�54��V-
I d-
I I,
'�
f, PA
47(I
,[,I" GIA -DI"
C
(111:!
C',14:.
111A
445- '-:410-�-
—
515 ' 4.17
5565
445'
480 430'
555 1 tIO, i
r:o
4G','
sis ;450'.
590 470'
G75
485'
13% "lly h
; q'•'
'0!"
.210 355,
666 jOO'
755
52o'
I'd" 495.
695 515' i
"l-0
!'J!"
630 W 5 ..72'-'. 530'
6215
550,
1'55 bib,
7!6 .' I D'
10;0
''(;O'
14(":I.!
1 7!"
:V
695 470'
'511
I .gb-
W5 515'
Els il:551
900 550,
94j Y;!,
985 580,
1
102." .'90'
825 4:y-
88 0 t I-
950 535'
11" 575'
Mo !.!d.
1160 &051
1110 1,:,. -
11/' nanq
(1.213, aclual)
GPM DIA
5 1J., Fling
I" aual)
'�cl
'M' DIA
I '`-
GVIA
�54��V-
Ring
DIA
r�370'
II PW
1.10
fling
;'dual)14'
OIA
390'
f, PA
47(I
011.
0
(111:!
Mimi
420
2-
11!13
640
230 325'-;-"P
355'
250 340,
3N0 "j70'
M!,
:190,
".,
410'
511,
1:11
'.d(I
.210 355,
385'
415t
405,
46N
425
440'
ri:w
455'
41
290 :110,
3lM 4W-
4454;,(),
'1401
Yll'
11.
4
41 o '380,
415,
475-
435,
!.45
455'
(1;,!,
470,
855
5111'
325 :Vlll'-'
51141511414(;Y
IA.f�
4p"'
140 4 DO.
41��'
Lips
45!i'
475'
6!1!,
491T -
lilo
o.
945
S3'P
(F
44i!, 4h',
I
1-370w"m 417'
-9
. 1
755
W,-
(I(jo
525
025

Diamond ASTM D-2241
IPS Pass ed -Rated PVC Pipe
Approximate Coupler Dimensions
- 1 Gasket configcirafion locks gasketain:place_and::::
prevents fishmouthing.
2. Chevron seal for added pressure sealing ca.
pacity.
3..Compression seat - provides a seal under
vacuum.
4. Wiper beads to clean spigot end.
Gasket Specifications
'
A
l3
D
0. D.
Insert
Size
- Gasket Race
Socket Depth
2
3.166
4.500
-3
4
6.000.,:-
�.-,
-4.434
6.00
_._. 4
5:603--- -
5.000-
6
8.252
6.250
8
10.420-
6.500
_ -10
12.762
7.500
12
14:952��
7.500 - -�
0-2241 Pipe Dimensions
- -
Minimum
-Wall Thickness "--
__ -- • - 0.1785
SOR.13.5 SOR-2.1-SOR-26_
SOA.37,$ SOR-41
Size C.0 5cn,40
315 PSI 200 PSI 160 PSI
125 PSI 100 PSi --"- .. -
Vi .840..109
.062
'14 " 1.050 .113
.060
1 1.315 .133
.063
1'14 1.660 .140 --'-
.7.079-' .064
.056
1 Y2 •• 7:900 .145
.090 .073
.058
2 " 2.375 .154
113 .091
.073
2'/I" 2.875 .203
.137 .110
.088
'3� ..-3.500-2t6-167__13_5_._W._t08
_214
4 " 4.500 .237
.173
.138
5 " 5.563 .258
.265 .214
.171 136
6 " 6.625 .280
316 .255
.204 .162
_._.8. 8.625 .322
.410 .332
265 .210
10 " 10.750 .365
511 M.4 t3�
-.262 --
12 " 12.750 .406
.606 .490
.331
.392 .311
0
.- Imond's IPS Press
ure=Rated PVC Pipe coupler
1..,aels the requirements o f STM D-3139. '
'Inquire for availability
_. 14
Diamond ASTM D2241
--..._1PS-----Pressure-Rated.: P -VC Pipe
Rieber Gasketed Joint Dimensions
$Top 6
JA/.RK
.o
bY�CL' � �� :�iE•�
a'e�u�l,�wxl�ut'�a•1�ia1�1 Vim
Pine
A
l3
D
Size
Insert
Socket
Diameter
'
3
4 I/_'"
3 118
3-
4
5 114
3 7116
.4-
4 112
5 in_
S If_'
6"
5
6
7 13116
8"
5 112
6 718
10 118
lo"
5 3/4
7 IP_'
12 11212
1116-
_.__ Short - Form
Specification for Dinmond
P.VC Irrigation Pipe
ASTNI -D224I-SDR41,32.5,26,or2I
Diamond PVC Irrigation Pipe shall ticinadc of
compounds conforming to ASTM D1784 with a
cell classification of 1245413. Diamond PVC
Irrigation Pipe muses meet all the dimensional,
chcmical,' and physical requirerntnts as outlined
in ASTM D2241, -Annex, ANSI/ASAI; S376.1,
and SCS 430 -DD, and will be supplied in 20 fool
layhig lengtjls.

�d FRICTION
LOSS. CHARTS
FOR DIAMOND
PIPE
IPS DIMENSION
Q.
4 -Inch 5 -Inch
6 -Inch
8 -Inch
10 -Inch.
12 -Inch
Gallons
Per Min.
FRICTION HEAD LOSS IN FEET
PER HUNDRED FEET
150
1.11
1.26- - -----
- ._. - - -
41,
180
1.57
190
1.73
. 200
1.90. .
220
2.28 .81
.34
.09
240
2.67 .95
.40
.10
260
3.10 1.10
.46
.12
280
3.56 1.26
.54
.14
300
4.04 1.43
.61
.17
-320
4.56 1.62
.69 -
.19
-
340
5.10 1.82
.77
.21
360
5.67 2.02
.86
.24
{ 380
6.26 2.22
.95
.26
400
6.90 2.45
1.04
.28
.10
420
2.69
1.14
.31-
.10
440
2.92
1.25
.34
.11
1-.35--
:35-
480
480
3.44 ,
1.46
.41
.14'
_
500
3.70
1.58
.43
.15
.060
550
1.89
.52
.18
.083
600
2.22
.61
.21
.096
650
2.58
.. 71
.24
..110-
.110_700
700
2:96
.131
.28
:.125
750
3.36
.93
.32
.141
800
3.78
1.04
.36
.158
850
4.24
1.17
.40
.175
900
Table based on Hazen -Williams
4.71
1.30
.44
.194
950
equation-Cw = 150 --�- - -
-.'
1.44
.49
213
1000
5.73
1.58
.54
.233
1% To: find friction head loss in
1050
PVC pipe having a standard
1.73
.59
.254
1100
dimension ratio other than 21,
1.68
.65
.276
1150
the values in the table should
2.05
.70
.298
1200--.
be multiplied by , the
2.21 -•
.76
.322
1250
appropriate conversion factor
2.39
:.82
.346 .
1300
(F) shown below:
2.57
.88
.371
1350
2.76
.95
.397
_- - - 1400.-..._
_ .. _7 -- -
-- - - -- -2:95-
..
1:01-
1450
SDR PR F
3.16
1.08
.451
1500
21 200 PSI 1.00
3.35
1.15
.508
1600
_26 26 160 PSI .91
1.30
.568
1700
32.5 125 PSI .84
1.45
.632
1800
41 100 PSI .785
1.62
.698
1900
51 80 PSI .75
1.79
J
2000
64 63 PSI .71
1.97
.7677
.840
Loss below bold line indicates velocities in excess 615
feet per second.
Velocities which exceed 5 feet per second are not recommended.

INSTALLATION
i
Jiamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guide for PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to 'be in accordance with soil
classifications listed -under- Unified --Soil- Classification
System, ASTM D2487,and ASTM D2488. "
Te assemble,' clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the•spigot into
the bell up to the insertion line. If a pry bar is used to
apply forcc, the pipe should be protected by placing a board
between the bar and the pipe.
If norrhal force does not complete the joint, disassemble the
joint and examine the parts to make ce,tian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
Or COMPACTION VERSUS EMOEDMENT CLASS AND METHOD
OF PLACEMEN AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY,
FOR GRANULAR MATERIALS IN PARENTIIFSIS<'
CLASS OF EMBEDMENT t
11
Ill IV
• Mrwlxwlod
C•LA SS TSrC
-
MATI-kIALULSCRIPT1olt GrAn"W
53:14 dGrlrel
Mi,d.Crain fine Clain
F(,srrL11s
Soils - Clem
Sort, Snits
p1,1in1,- mslrs.urc caaem rank
912
9 to &)0
Lm.1 4 of dry .tight
11,.11 •,:.dr6 ,rw<I. w1d ,r.•el,W mi.lurr., link « n. I,nr, u,y ,. r ..f
Sol. C(.n1uW3..04 Me" 9 of Aa1rr for Rrla:,r.) Mns,IT kmtc
Comp,rl by M..t, a W, 93100
CY .
95 too
90 too
1w 1y1111t1 {75.1IX1)
,Sb 1(111
Clr.n.
- Dcne.y e, poaok 095
10
81595
1590
•,rn,w1 (I&751
1(1u 1=.)
..
t`h, 4 1n 1. M1... 01a,15} fr _.mN ..n 1•., ;,u .. (Yr.n
Cu tii lilt I" 1Trraflon M95
— 80 S5
—
(GO -T51
(911:;1
M NY. � Iir.t. M1nt Ihu. 4r4 ,•'Y1nrJ ,M N.., , 1 ....
NrdfAa:< W -Y0
}Ae, swl+. lu.1.+:11 .1Wr• FI,. 1h.n VY[ ..f .. .1+ 1,.,„W, ,,r.-,• h„ J ..1
Fft.1<,I,W W%.,..; -J,.. N.. MI..r.r .
00 -WI
Ct,rrt s.nd,. 1-0 r61 n 1Lrr \h.. }1rc .J -�,. 1... �. , ... N•. +.
t:r•<. Ni— N.n 511%,n,1n.J 1,n Nu. 11[11..•.
Ilnv'mW
(u W
14 wl
(075
LZ
1x1 t:1)
ru wl
N3 11
1111..,1 fu K(I
IU eh
(Aarnl
,Y,frn
(il
11. u, M.'rl.,l tlf hi,h .1.11 ,.,, t., 11 a,. L•.1..1 ,.,., .,. .1 ., �.. N, l .v
.
11r1.W f ,L I—, .; r..<d M Inrc NIWti
•• 111., 1AId n 1(,pmlrnAk [11uu d• h. u,, .., �.�� P, . 1,. �h ,, ,. � ,.•. 'J Jv ul;h 1,..,.,.
mnI..I11.1 .,J,,�wy,ll,Llon Mdrllclr.+11,1.r, ,J v,.l It. u1�:1 1..., ,«h'11 ... Iru.•Jr py.,lArnr y,„I u
•n,M .h ,nw.. wh,1 Ilr d[!1�`A [K. Af la,l J.-v[u . du. •. 11. .,Id 1, ,I..1 „q. vl b,- n. rap mrn I....I•, a„
Table 4. vcsIRirTIoN 09* I:A110:0?40411 AIATCWAI4 CLASSIt'IL-AIRINS'
The haunching area is most important to the support of
PVC pipe. For good support, the haunching•ar(:a should be
compacted to (lie densities given in the Long Term
Deflection Chart.
Figure 2
SV IL SOIL
VI„CCRIrYIUp' 115'
C•LA SS TSrC
41ATI;RIAL CLASSIVICAt1\)?
Clr„ r Sift'
Mndsnwed .A,ula. panulu mN[rid, It, W 1 In :..rb, Ih . ,q
,twin, .n,leri-1, h..:nt r<Ii«1.1 ,itnifru,ct .,Ah u r v1r,rJ u,•x .r ,.�[,1••.lrn
«d, crv11Md .1.,, <rrdru « rnd,[d 0.16.
Clu. 11 Sal,•' (ti•'
11,.11 •,:.dr6 ,rw<I. w1d ,r.•el,W mi.lurr., link « n. I,nr, u,y ,. r ..f
,[ fr.clion ra.inrd sn Nn. a .k r, FA«[ dun a}{ ..1.11.sJ ,M N,• MI 1;-1 '
CY .
a
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Clr.n.
Tw
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hrli„n ruse. Nu. t ..r r M.v. 1h.n •5�, r•,,...rJ .w N.. y.l-^,: I'kw
}r
W. id jn.111,.-it 1• W- 11 .w .. 1.1., 11.: 1h.n VrC,.[„or
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CI... 511 S••.ft••' Cd+
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(Y
Cbrrt [•,`TIt, tu•rl..,n.l .'11r mi a,v.r1 Orf w ,r.•..•I .,.,i ., h.,,.,a innn:d
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311
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SC
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t:r•<. Ni— N.n 511%,n,1n.J 1,n Nu. 11[11..•.
CL.. 11' 5..,” ML
L."_4 1:111 .fry I-
in[.......
.. .....r,-y�.'N.. 11 tt ... •;
LZ
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1111
I,•v, aiw .ib,, w'... w. I. J,.....•.., .. 1,1. ,.1. ..� ..... ... ... ..1i. 1 ,, ..4
hn,l,uvl.. Wan 51r.. 5u'i .r.,..r f`. «•h1, ......
(il
11. u, M.'rl.,l tlf hi,h .1.11 ,.,, t., 11 a,. L•.1..1 ,.,., .,. .1 ., �.. N, l .v
.
•
m...[ lu..r1 N.1. 71.1 d...r
Cl,.i Y S.4, (L
IF,,nr 16u u.d m, 41•r 1.lit 1'1,1 nl S,r I,I, �1, I..r. I.i,�� , , I..
S1K
1711
\,r( ..
IT I
ftp. 1w..r1 W e.1rr I,itn11
-. - - .S..d. ur Ii d'fined :n AST1s U 1197, elrrpl 11. Ci, I 1-1L'-1` -h.h :. JrL.,d .r. "t M 11 ; 1, I
• • In „,\”- •kh AST31
U 101, 1,,1 J1:n SL ryri W:: yMl'—,-
... •L. r:arJ,na -.;Ih ASThI
V :1[1.'00, .im Sr ITIS p,nm, . „ ..... 1.11.�, . t.,,J..h..
rb,,ai..4. d..l i. 1'.•r
1h...... :r e1 CL,. II Nm ,d Ck— Ill
The haunching area is most important to the support of
PVC pipe. For good support, the haunching•ar(:a should be
compacted to (lie densities given in the Long Term
Deflection Chart.
Figure 2

/.,
be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a •_
transition or repair coupling. In --line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks.
be concrete, Manufacturers recommended thrust blocks at any
change in direction greater—than 10°; F-igure--I--g-ives-_an_example ot_ _
different arrangements for thrust blocks.
I
0
Figure I. Example of different arrangements for thrust blocks.
�11

*.,..figure 2. Anchorage blocks for in-line valves.
Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends,. tees and wyes, multiply the figure i.n
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in lbs. for test pressure in osi
Pipe Diameter 100 PSI
inches
150 PSI
200 PSI
-
250 PSI
13 295
440
590
740
2— 455
680
910
1140
21� 660
990
132'0 '
1650
3 985
1480
1970
2460
4 1820
2720
3630
4540
.6 3740
5600
7460
9350
8 64`90"-
9740
.13,00'0
16,200
10 10,650
16,000
21,300
26,600
--1-2- - _ ----15,150---22.,.7Q0.--. .
30, 200
37,800
14 20,600
30;800
41,100
51,400A
16. 262600
39,800
53,100
66,400
-6-

IM
7'
Table 2. Factors .for Tlf�ust for
'-a nd: Tees
El bows'
Elbows: 900 = 1..41 Tees 0.70 Z -
6'o
0 1.00 ':
45Q - - --0.76,.-
300
0. .52
.,--22..,:5--o
OA9
1,4
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe B6aring Load,
Soil
Mulch, peat and similar
Soft Clay
Sand
Sand and gravel
.,.'-�Sand7-and-'grave-I.--cement-ed.-
with clay
Hard shale
I b/ft2
0
1000 0
2000 x--
3000
4000
10,000
Thrust block area
2 14 Thrust {Table 1 & Table 2)
(f,t
-T Sol] bearing strengt-F(TaMe 3
In placing concrete thrust blocks, check with the niandfacturroof the
pipe be'ing 'used to . ensure that the correct size thrust blocks are
betp..g,-used.
There are a-6uimber-of machines that'can be used to prepare the_
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches, - backhoes.., or vibrati.ng plows
will be• used for trench preparation. The v'ibratihq plow can only be
used for solvent. weld PVC pipe and generally is limited to the smaller
diametev of pipe. Under most conditions the chain• trencher or'wheel
'—---- -.--trenche-i,�7:-wi�l=-I-Ue--f-a=st"er-ttfan""the--backhoe.--.-.-:Where-wide.' trenches -for -large
pipe are required, the backhoe will be most satisfactory. If soil i I
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

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MURPHY FAMILY FARMS{
WASTE MANAGEMENT FACILITY SITE EVALUATION 4 Y 1997
f
Name _j2.� ct 90 wdEn1 �Arills�?�2a �CLIN) Si�zc operation R�= 4
P0. cBov /00 ( 1 N X /foo LkcJ� s—r�
QAC., zt333�
Telephone 1910 _ 6 0 a -- _
Location Data
Distance from nearest residence not owned by producer:
Is site within 100 year flood plain?
Is site at -least 100 feet from a'"Blue Tine" perennial str am?
If no, site must be relocated
Is site within 1 mile zoning jurisdiction of a•municipaW
Byes, site must be relocated..
Are there utilities in the construction area?
Wetlands
Will site involve clearing woodlands or -any non -cropland?
If wetlands are involved, it is the responsibility of the producer
to obtain all necessary permits before -any clearing is done.
Other Environmental Factors
Is endangered and/or threatened species habitat present?
Is a designated natural scenic area included in the planning
area or will planned actions impact on an adjacent natural
scenic area?
Is an archaeological or historical site located in the planned area?
Are cultural resources present?
s• C4 �,�,� �5
Yes No
. ✓
co
1W

Waste Management
Docs producer own enough land to properly land apply waste?
11Cno, docs producer have access to more lm=d?
If land is not owned' by producer, can produacr get agreement
for land on which to apply waste?
Soil Investigation
Is soil suitable for lagoon?
Ts a clay livor required?
If yes, is clay avaDable on site?
Is a core trench required?
YC5 No
Questionable
Test holes will. be iiug initially in the general area of proposed lagoon. durixcdes the
osi 'oa of thelnoo a is chatmd. to an azea where no est hples weLe ously ft,Ldditional
test -holes be =wired.
This site inv4sUgation is valid as long as the design and construc4on of lagoon continues
is a reasanahle time period. Undue delays or hesitancy lu construction may require that site
be re-evaluated.
Evaluator
erring)
Signature
(producer)
Date
Date

• r � i4 c r If .•- 1 ?
r
Y r Y�•
'J 1
'1�'i� JI'H f. CJ •1-:� N"~ 'Y.rY '1���,+',-', w^ 4 �, ••' ` r.
yy i r• F �
r'y"_ � 't i r7 . -�:• a .yr:.';f'�J" 1, .. t" - ..,,.-,r �
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,jylf i�_ �:t tin u !.ti ll �'�i.r'.• '+1 •• , F'� 'n i,l!-a
^fir .,..:• Y k.' r,T+- .S' ',,4 _ s
[ •.A,• i4 •fa •.j x
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S•? �y. T: 'dr:`i C•jwti: ha4•yr.:, .' �Z� `.., i� �`L'••••�+,
_ ,.'J'•.:��:(:�� 1ir::"fC1 � 4 ....,...._ � t.t:'"lr �r 6v'P �r,�*4;!• f;,, i�y�;
Av
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w1mmumm"I

u��,uuni 51 I E SOILS INVESTIGATION
PROJECT:F� s COUNTY: g,.,, crrJ � �•
�, r AL41SRePrt.
FIELD INVESTIGATION BY: 161 DATE: y%x 7/9 7
i 99
SITE SKETCH'a�
mm
mmrmmmmmmmmmms� -
m__-m__m_mmw_m�
m-m-__--mmm_mm�
_m_m______mmmmm
_ . BORING NUMBER AND PROFILE
DEM- [ I WT I HDEM I WT I ^
BORING / SAMPLING METHOD: Ex c av,a Top- SIGNATURE: �
J
J
.= [7RA^r1! 1r7 6n S 1109 (/ LA4
'/ /�RR,+Gr /Jerr4ttl )A,+e7 &A
/ �' l-^�'r-'t•/ frit :. r+9i Go14 r- .-
1
9 J
Cary O1fi�rGt 1-trI"tlLs �ra'r w �f Firll.+gLsr � �� ' �
�/�nr1L �.e e r/pfd ��k �L�'r
J/INoL.A yJre3
�V 1•., �.r'r tr �'� �/, �G "/)/•'
Jr /SGwr (ri'c,r•.
T
1,S •- 1/
/
l,'.- GlU. Mr77« 7.0,-�Jy Lor'n
1
y�r
6,ri9 /Ar (rC %1G TIl f1J �trr 's
7"
C ray
BORING / SAMPLING METHOD: Ex c av,a Top- SIGNATURE: �

LAGOON SITE SOILS INVESTIGATION
PROJECT:• COUNTY: F"'ord
FIELD INVESTIGATION BY: <tj DATE: -//,, 7 9
4 1,4H ',A 610
fo- P6-r-rtc. 5'—p. L/f..-j
/o
''r• 1 J.'/
1 IL
E ( o
I I I 4rtA-) ZA ARA�11.f /� A
BORING NUMBER AND PROFILE
DEPTH
WT
11DEPTH I wr
I
<a:ap
7,,, L eel
x
7'
X,
4 1,4H ',A 610
fo- P6-r-rtc. 5'—p. L/f..-j
/o
''r• 1 J.'/
1 IL
E ( o
I I I 4rtA-) ZA ARA�11.f /� A
IBORING / SAMPLING METHOD: SIGNATURE: I
7,,, L eel
X,
IBORING / SAMPLING METHOD: SIGNATURE: I

I
I
0r_ -"lam �iA1/ fi
Grower. JCT, LLC.
Address: 412 LAFAYETTE STREET
CLINTON, NC 28328
County: BLADEN
' �- Designed By: JWR
,� �� I991 Checked By: JNT
Date: 05/06/97
FL -,f a ,:.. 4. Sheet 1 of 7
ANAEROBIC
WASTE-.1'%A000N DESIGN
Seasonal High Water Table Elev:
— — — — — — — — — — — — — — — — — — —
100.00 Ft.
FARM INFORMATION
— — — — — — — — — — — — — — — — — — —
1.0 Ft.
Emergency Spillway Flow Depth:
Not Applicable
0
Top of Storm / Spillway Buffer:
Farm Population:
0
Side Slopes:
— — — — — — — — — — — — — — — — — — —
3 :1 (H:V)
Nursery: — — —
— — — — — — — — — — — — — — — —
4200 Hd.
Inside Top Width:
— — — — — — — — — — — — — — — — — — —
188.0 Ft.
Finishing: --------------------
---------------=---
0
Finished Bottom Elevation:
— — — — — — — — — — — — — — — — — — —
93.80 Ft.
Farrow to weanling: --------------------
— — — — — — — — — — — — — — — — — — —
0
Stop Pump Elevation:
------------------
99.80 Ft.
Farrow to feeder: — — —
— — — — — — — — — — — — — — — —
0
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Farrow to finish: — — —
— — — — — — — — — — — — — — — —
0
=�
Boars. ___________________
0
rn
Storage Period: — — —
— — — — — — — — — — — — — — — —
180 Days
25 Yr. / 24 Hr Storm Event ---------
----------
7.5 In.
"Heavy Rain" Factor -------------__--
—
7.5 In.
Rainfall in Excess of Evaporation — — —
— — — — — — — — — — — — — — — —
7.0 In.
Additional Water Usage: — — —
— — — — — — — — — — — — — — — —
0
p
Additional Drainage Area — — —
— — — — — — — — — — — — — — — —
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) — — — — — — -- — — —N
Does Operator Want Emergency Spillway? (Y/N) -- — — — --- — -- — -- --N
Is This Design for an Existing Farm?
(Y/N) — — — — — — — — — —N
Is Drain Tile Req'd to Lower SHWT?
REQUIREDII II III Y
Seasonal High Water Table Elev:
— — — — — — — — — — — — — — — — — — —
100.00 Ft.
Freeboard:
— — — — — — — — — — — — — — — — — — —
1.0 Ft.
Emergency Spillway Flow Depth:
Not Applicable
0
Top of Storm / Spillway Buffer:
Not Applicable
0
Side Slopes:
— — — — — — — — — — — — — — — — — — —
3 :1 (H:V)
Inside Top Length:
— — — — — — — — — — — — — — — — — — —
240.0 Ft.
Inside Top Width:
— — — — — — — — — — — — — — — — — — —
188.0 Ft.
Top of Dike Elevation:
---------------=---
105.00 Ft.
Finished Bottom Elevation:
— — — — — — — — — — — — — — — — — — —
93.80 Ft.
Start Pump Elevation:
— — — — — — — — — — — — — — — — — — —
102.40 Ft.
Stop Pump Elevation:
------------------
99.80 Ft.
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor =
Temporary =
Permanent =
me =
56400 (C u . Ft. )
76855 (Cu.Ft.)
157500 (Cu.Ft.)
290,755 (Cu.Ft.)
64,718 (Cu.Ft.)
92,876 (Cu.Ft.)
159,755 (Cu.Ft.}
317,350 (Cu.Ft.)
Min. Required Liner Thickness --------------------
Lagoon Surface Area: (Inside TOD)-------------------
Murphy Family Farms Engineervrg P.O. Box 759, Rose Hill IVC 28456
114.75%
120.85%
101.43%
109.15%
1.6 Ft.
45,120 S. F.
(910) 289 —2 111
rn

Grower JCT, LLC. Designedy: JWH
Address: 412 LAFAYETTE STREET Checked By: JNT
CLINTON, NC 28328 Date: 05/06/97
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
99.80
FT
159,755 CF
Contour
159,755
101.43%
Elevation (FT.)
Area SF
Incr. Vol. (Cu. FT)
Cumu_I. Vol. (Cu. FT)
93.80
20,874
120.85%
MAX STORAGE = = >
94.00
21,228
4,210
4,210
95.00
23,040
22,134
26,344
96.00
24,924
23,982
50,326
97.00
26,880
25,902
76,228
98.00
28,908
27,894
104,122
99.00
31,008
29,958
134,080
100.00
33,180
32,094
166,174
101.00
35,424
34,302
200,476
10200
37,740
36,582
237,058
103.00
40,128
38,934
275,992
104.00
42,588
41,358
317,350
105.00
45,120
43,854
361,204
These volumes were calculated usina the vertical average end area method.
END PUMP= = = = >
99.80
FT
159,755 CF
TR'MT
159,755
101.43%
START PUMP = = = >
102.40
FT
252,632 CF
TEMP
92,876
120.85%
MAX STORAGE = = >
104.00
FT
317,350 CF
STORM
64,718
114.75%
Murphy Family Farms Engineering P.D. Box 759, Rose Hill NC 28458 [phone]

Grower JCT, LLC. Designedy: JWR
Address: 412 LAFAYETTE STREET Checked By: JNT
CLINTON, NC 28328 Date: 05/06/97
County: BLADEN Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
rmanent_Storage:
Required Treatment.Volume:
Animal Type
C aci *
ALW *
cu.ft. lb
= Total
Nursery
4,200
30
1.00
126,000
Finishing
0
135
1.00
0
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
1 01
1,4171
1.001
0
Boars
1 01
400 1
0.501
0
Total Required Treatment Volume (cu. ft.) = 126,000
Sludge rage Volume:
Animal Type
Capacity
ALW *
(cu.ft./lb)=ota
ota
urse
4,200
30
0.25
31,500
Finishing
0
135
0.25
0
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
101
1,4171
0.251
0
Boars
.01
4001
0.1251
0
Total Required Sludge Storage Volume (cu. ft.) = 31,500
Temporary Storage Volume:
Manure Production:
jAnimal Type
Capacity *
Sto. Period *
(gals/Hd./day)=
ota
Nursery
4,200
180
226,800
151,200
Finishing
0
180
1.40
0
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
1 01
1801
13.501
0
Boars
1 01
1801
4.00
0'
Total Manure Production (gals.)= 226,800
Total Manure Production (cu.ft.)= 30,321
Excess Fresh Water:
Anima e
Capacity *
Sto. Period
a s da
= Total
Nursery
4,200
180
0.20
151,200
Finishing
0
180
0.90
0
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
01
1801
9,5010
Boars
0
180
2.70
0
Total Fresh Water Excess (gals.)= 151,200
Total Fresh Water Excess (cu.ft.)= 20,214
Murphy Family Farms Engineering P. 0. Box 759, Rose Hill NC 28458
[phone]

Address: 412 LAFAYETTE STREET
CLINTON, NC 26328
Temporary Storane Volume: (Cont.
Checked By:
Date:
Sheet 4 of 7
JNT
05/007
Rainfall in Excess of Evaporation:
Vol. =(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 121n./ft
Vol. = (45120 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.) = 26,320
Storm Storage:
Vol. =(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm (in) / 12in./ft.
Vol. = (45120 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr. —241-1r. Storm Event (cu.ft) = 28,200
"Heavy Rain" Storage:
Vol.= (Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (45124 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for'Heavy Rain' (cu.ft.) = 28,200
(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") = 56,400 (CU. FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 760855 (CU. FT)
Total Required Permanent Storage
(Treatment + Sludge) = 157,500 (CU. FT)
TOTAL REQUIRED VOLUME = 290755 (CU.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rose Hili NC 28458 [phone]

Address: 412 LAFAYETTE STREET
CLINTON, NC 28326
Countv: BLADEN
LAGOON DESIGN SUMMARY
Checked By: JNT
Date: 05/06/97
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 - - - - - - - - - - - - - - - - - - -
M in. Liner Thickness (if required) --------------------
Freeboard Depth -------------------
Temporary Storage Period - - - - - - - - - - - - - - - - - - -
Zone Depths:
105.00 FT.
Not Applicable
104.00 FT.
103.12 FT.
10240 FT.
99.80 FT.
95.21 FT.
100.00 FT.
93.80 FT.
240.00 FT.
188.00 FT.
3:1 H:V
45,120 SF
1.6 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 317350 (CU. FT.)
Treatment / Sludge Storage Zone Depth - - - - - - - - - -- - 6.0 FT.
Temporary Storage Zone Depth - - - - - -- - - - - 2.6 FT.
Freeboard / Storm Storage Zone Depth - - - - - - - - - - - 2.6 FT.
Total Lagoon Depth - - - - - - - - - - - 11.2 FT.
Murphy Family Farms Engineer ig P.O. Box 759, Rose Hill NC 28456 [phone]

Address: 412 LAFAYETTE STREET
CLINTON, NC 28328
ZONE ELEVATIONS
vw..y........ vY. v....
Checked By: JNT
Date: 05106/97
TOP OF DIKE ELEV = 105.00
/ 1 I
/ 1 TOP OF STORM ELEV = 104.00 /
1 1 1
TOP OF HEAVY RAIN ELEV = 103.12 1
1 I
STRT PMP EL= 10240 1 TOP OF TEMP STORAGE ELEV = 10240 /
1 /
END PMP EL. = 99.80 1 TOP OF TREAT ELEV = 99.80 / SHWT = 100.00
1 /
1 1
1 TOP OF SLUDGE ELEV = 95.21 /
1 /
FINISHED BOTTOM ELEV = 93.80
Murphy Family Farms Engineering P.O. Bax 759, Rose Hill NC 28458 [phone]

v.l v�•vl. WY I, - VV Iv.11i ✓l. V7ZIi
Address: 412 LAFAYETTE STREET Checked By: JNT
CLINTON, NC 28328 Date: 05/06/97
Countv: BLADEN 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 not required.
SHWT:
Subsurface drain file will be installed adjacent to the lagoon as shown on the site
drawing. The tile is being installed to keep the seasonal high water table adjacent
to the lagoon at or below the stop pump elevation.
NOTE: See attached Waste UtilizatiQp f lan
kk CAR
DESIGNED: 10�-��'';:
LHl
AL
DATE:985
.A L
COMMENTS: ��1ri,r1111111t
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

W
HYDRAULIC REPORT FOR
PINEVIEW NURSERY #1
PUMP STATION ANALYSIS
J. NEAL TUCKER, P.E.
MAY 5, 1997
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CA'%,��
14985
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fu-ireJ 1991

Date: 05-06-1997
File: PINEVW-1.SAN

LIFT STATION OUTPUT SUMMARY (Line I )
FORCE MAIN
F.M. LENGTH (ft)
= 600
F.M. DIAMETER (in)
= 6.064001
HAZEN-WILLIAMS C
= 140
OUTFALL INVERT ELEV
= 104
EXIT LOSS COEFF
= .75
OUTFALLS INTO LINE #
Outfall
NATURAL GROUND ELEV
= 103
DISCHARGE PIPING
DIAMETER (in) = 4.026
AVE PIPE LENGTH (ft) = 60
HAZEN WILLIAMS C = 140
WET WELL AREA (sf) = 20
PUMP FILE
4WHV-65IMP
Q (gpm) HD (ft)
4WHV-65IMP
PUMP DATA
1st PUMP ID = 4WHV-65IMP
PUMP ON ELEV = 100.5
PUMP OFF ELEV = 98.5
No FITTINGS = 0
LOSS COEFF = 0
2nd PUMP ID
= 4WHV-65IMP
PUMP ON ELEV
= 101
PUMP OFF ELEV
= 98.5
No FITTINGS
= 0
LOSS COEFF
= 0
3rd PUMP ID --
PUMP ON ELEV = 0
PUMP OFF ELEV = 0
No FITTINGS = 0
LOSS COEFF = 0
Q (gpm) HD (ft) Q (gpm) HD (ft)
40.00
36.75
40.00
36.75
0.00
0.00
100.00
32.50
100.00
32.50
0.00
0.00
125.00
.31.75
125.00
31.75
0.00
0.00
175.00
29.00
175.00
29.00
0.00
0.00
225.00
27.25
225.00
27.25
0.00
0.00
275.00
25.00
275.00
25.00
0.00
0.00
325.00
23.00
325.00
23.00
0.00
0.00
375.00
21.50
375.00
21.50
0.00
0.00
425.00
18.50
425.00
18.50
0.00
0.00
490.00
14.00
490.00
14.00
0.00
0.00

LIFT STATION OUTPUT SUMMARY (Cont'd)
STATION OPERATING POINTS (Feet above respective Pump On elev)
INDIVIDUAL PUMP OPERATING POINTS (Total dynamic head)
PUMP ID 1st ON 1st & 2nd ON
4WHV-65IMP 432 gpm 316 gpm
18.0 ft 23.3 ft
4WHV-65IMP 316 gpm
------- 23.3 ft
1st, 2nd & 3rd ON
0 gpm
0.0 ft
0 gpm
0.0 ft
0 gpm
0.0 ft
1st ON
1st & 2nd ON
1st, 2nd & 3rd ON
Q (gpm)
432
633
0
(cfs)
1.0
1.4
0.0
HD (ft)
12.22
20.08
0.00
V DP (ft/s)
10.9
8.0 / 8.0
0.0 / 0.0 / 0.0
V FM (ft/s)
4.8
7.0
0.0
INDIVIDUAL PUMP OPERATING POINTS (Total dynamic head)
PUMP ID 1st ON 1st & 2nd ON
4WHV-65IMP 432 gpm 316 gpm
18.0 ft 23.3 ft
4WHV-65IMP 316 gpm
------- 23.3 ft
1st, 2nd & 3rd ON
0 gpm
0.0 ft
0 gpm
0.0 ft
0 gpm
0.0 ft

LIFT STATION OUTPUT SUMMARY (Cont'd)
MODIFIED PUMP CURVES (Reflects losses from pump to station header)
1st
2nd
ON
3rd
& 3rd ON
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
40.00
36.68
40.00
36.68
0.00
0.00
100.00
32.11
100.00
32.11
0.00
0.00
125.00
31.17
125.00
31.17
0.00
0.00
175.00
27.91
175.00
27.91
0.00
0.00
225.00
25.52
225.00
25.52
0.00
0.00
275.00
22.49
275.00
22.49
0.00
0.00
325.00
19.59
325.00
19.59
0.00
0.00
375.00
17.05
375.00
17.05
0.00
0.00
425.00
12.89
425.00
12.89
0.00
0.00
490.00
6.70
490.00
6.70
0.00
0.00
COMBINED MODIFIED PUMP CURVES
1st ON
1st & 2nd
ON
1st, 2nd
& 3rd ON
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
40.00
36.68
80.00
36.68
0.00
36.68
100.00
32.11
200.00
32.11
0.00
32.11
125.00
31.17
250.00
31.17
0.00
31.17
175.00
27.91
350.00
27.91
0.00
27.91
225.00
25.52
450.00
25.52
0.00
25.52
275.00
22.49
550.00
22.49
0.00
22.49
325.00
19.59
650.00
19.59
0.00
19.59
375.00
17.05
750.00
17.05
0.00
17.05
425.00
12.89
850.00
12.89
0.00
12.89
490.00
6.70
0.00
6.70
0.00
6.70
SYSTEM CURVES (Feet
above respective Pump On
elev)
1st ON
1st & 2nd
ON
1st, 2nd
& 3rd ON
Q ( gpm )
HD (ft)
Q ( qpm )
HD (ft)
Q ( gpm )
HD (ft)
0.00
4.01
0.00
3.51
0.00
0.00
94.44
4.49
94.44
3.99
0.00
0.00
188.89
5.76
188.89
5.26
0.00
0.00
283.33
7.72
283.33
7.22
0.00
0.00
377.78
10.35
377.78
9.85
0.00
0.00
472.22
13.60
472.22
13.10
0.00
0.00
566.67
17.46
566.67
16.96
0.00
0.00
661..11
21.91
661.11
21.41
0.00
0.00
755.56
26.94
755.56
26.44
0.00
0.00
850.00
32.55
850.00
32.05
0.00
0.00
* Static head based
on free outfall,
force main flowing
full.

VII IV W V11• VV I, �6.v. l ,� i Yl' �p rw�-• ..l vVv.w.w vvrrn
ADDRESS: 412 LAFAYETTE STREET «� ` �, , ., CHECKED BY: JNT
CLINTON, NC 28328 DATE: 05/06/97
COUNTY: BLADEN X1AY > 4 1Q97 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 earthfill 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 1.6 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. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

1-41 lV•f`I S. VV 1, �- v1111
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 28328 DATE: 05/06/97
COUNTY: BLADEN 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 10-6 cm/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.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

ADDRESS: 412 LAFAYETTE STREET CHECKED BY: ,ANT
CLINTON, NC 28328 DATE: 05/06/97
COUNTY: BLADEN 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 tile 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.
Murphy Family Farms Engineer 7g P.O. Box 759,' Rose Hill NC 28458 . [phone]

Ip
�4
UHUWtH: JG 1, t.l_L+.l,- I J, ULWUNtu tsr: JYYH
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 28328 m'1Y '2 5 1997 DATE: 05/06/97
COUNTY: BLADEN 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 / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy 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.
Murphy Family Farms Engineerrrg P.O. Box 759, Rose Hill NC 28458
[phone]

M1 %V f. `§ 1.W V I , r .
ADDRESS: 412 LAFAYETTE STREET
CLINTON, NC 28328
CHECKED BY:
DATE:
JNT
05/06/97
20F2
3. Begin temporary storage pump—out of the lagoon when the fluid level reaches the
elevation 102.40 as marked by the staff gauge. Stop pump—out when the fluid level
reaches elevation 99.80. This temporary storage, less 25 year / 24 hour storm,
contains 92876 cubic feet or 694715 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 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.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456
[phone]

GROWER: JCT, LLG. IF a --RESIGNED BY: JWR
ADDRESS: 412 LAFAYETTE STREET -,CHECKED BY: JNT
CLINTON, NC 28328 AAI) � S1997 SHEET 1 OF 105/06/97
COUNTY: BLADEN
SEEDING SRECIFICATIONS
ACREAGE TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
180 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
90 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
180 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
24 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
30 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
120 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 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.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: JCT, LLC. ij_ U Lw= _DESIG N ED WR
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 28328 1997 DATE: 05/06/97
COUNTY: BLADEN SHEET 1 OF 2
W _! 1
Emergency ActidrirPlan
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:
00
A. Lagoon overflow—possible solutions are:
add soil to berm to temporarily increase elevation of dam—any permanent _-c
alteration of the dam should be approved by a qualified professional engineer�`� Y
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 oluaaed with clav soil
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289-21,11

uhuvvtm: JL; 1, L .L;. Ut51UNW DY: JVVh
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 28328 DATE: 05/06/97
COUNTY: BLADEN 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 919-486-1541
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 910-862-6760.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-862-6936 for advice/technical assistance. The
Extension Service can be reached 910-862-4591 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.
BLADEN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 248, ELIZABETHTOWN, NC 28337
910-862-4591
BLADEN COUNTY SOIL AND WATER CONSERVATION DISTRICT
ROOM 122 AGRICULTURAL SERVICE CENTER
ICE PLANT RD, ELIZABETHTOWN, NC 28337 — 9409
910-862-6936
BLADEN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 1635, ELIZABETHTOWN, NC 26337
910-862-6760
DIVISION OF WATER QUALITY
WACHOVIA BUILDING SUITE 714
FAYETTEILLE, NC 28301-5043
919-486-1541
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Swine Farm Waste Management Odor Control Checkiist
Source
Cause
BUYS to Minimize Odor
Site Specific Practices
Farmstead
Swine production
W Vegetative or wooded buffers;
O Recommended best management practices;
Good judgment and common sense
In
Animal body surfaces
Dirty manure -covered animals
B' Dry floors
Floor surfaces
• Wet manure -covered floors
Slotted floors;
,1!Y 1 5 '1997
ts'' Waterers Iocated over slotted floors;
17 Feeders at high end of solid floors;
O Scrape manure buildup from floors;'``'`"
❑ Underfloor ventilation for drying
Manure collection pits
• Urine;
gr Frequent inanure removal by flush, pit recharge,
• Partial microbial decomposition
or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance;
Dust Efficient air movement
Indoor surfaces Dust Washdown between groups of animals;
O Feed additives;
Cl Feeder covers;
t9'O'Feed delivery downspout extenders to feeder
COY=
Flush tanks Agitation of recycled lagoon ❑ Flush tank covers;
liquid while tanks are filling ❑ Extend fill lines to near bottom of tanks with
vents
Flush alleys Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points Agitation of recycled lagoon Extend recharge lines to near botlom of pits
liquid while pits are tilling with anti -siphon vents
Lift stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside,drain collection • Agitation during wastewater O Box covers
or junction boxes conveyance Z1:01 NV 9- AN L6
AMOC -November I1, 1446, Page X114 hf1 i`l SiiEi�f '}
OM -1430--814H30
a3Al333i4

w
Source Cause I BMPs to Mialmize Odor Site Specific Practices
End of drainpipes at . Agitation during wastewater Or Extend discharge point of pipes underneath
lagoon conveyance . lagoon liquid level
Lagoon surfaces • Volatile gas emissions; l' Proper lagoon liquid capacity;
• Biological mixing; Ml�Corkcct lagoon startup procedures;
• Agitation ❑ Minimum surface area -to -volume ratio;
Minimum agitation when pumping;
❑ Mechanical aeration;
O Proven biological additives
Irrigation sprinkler • High pressure agitation;. 6Ylrrigate on dry days with little or no wind;
nozzles . Wind drift 0 Minimum recommended operating pressure;
@Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; 0 Bottom or midlevel loading;
surface . Mixing while filling; 0 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
❑
Removd settled solids regularly
Manure, slurry or sludge •
Agitation when spreading;
❑
Soil Injection ofslurrylsludges;
spreader outlets .
Volatile gas emissions
0
Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered manure,
Volatile gas emissions while
❑
Soil injection ofslurry/sludges
slurry or sludge on field
drying
❑
Soil incorporation within 48 hrs.;
surfaces
©
Spread th On uniform layers for rapid drying;
❑
Proven biological additives or oxidants o
Dead animals •
Carcass decomposition
W Proper disposition afcarcasses
Dead animal disposal •
Carcass decomposition
❑
Complete covering of carcasses in burial pits;
'pits
❑
Proper location/consiruction of disposal pits
Incinerators •
Incomplete combustion
❑
Secondary stack burners
AMOC -November 11, 1996, Page 4

Source Cause 1BMPs to MlnimkmOdor Site Specific Practices
Standing water around • Improper drainage; Grade 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
4
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 - SAE
Controlling Odors from Swine Buildings; PIH -33
NCSU - Swine Extension
Environmental Assu ance 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 Files; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5

I
Animal Waste Management Plan CertificationR�;�tFr'R m�
(Please tvm or print all information that does not require a sismature)
® Wean to Feeder 4200 ❑ Layer ❑ Dairy
❑ Feeder to Finish ❑ Non -Layer ❑ Beef ~ s
❑ Farrow to Wean (4 sow) ❑ Turkey
❑ Farrow to Feeder 0 sow)
❑ Farrow to Finish (# sow)
Other Type. of Livestock on the farm: No. of Animals: _
Acreage Available for Application:Q Required Acreage: N. O
Number of Lagoons/Storage Ponds: 1 Total Capacity: 290.755—Cubic Feet (fts)
Are subsurface drains present on the farm:--YES---orW��L (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 (we) 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 DEM or a new certification (if the approved plan is changed)
within Go days of a title transfer.
Name of La O neZ: CT LI.0
Signature: . e. `-"�
Date: S- G:7
Name of NVdnag7r (if different from owner):
Signature: Date:
AWC -- April 24, 1996
General Information:
Name of Farm: Pine View #1Facility No: --
� . � :.•
Owner's Name: „ICT. L.L.C. Phone No: 910-590-3264
Mailing Address: 412 Layfette St. Clinton, INC 28328
,3
Latitude and Longitude: 78' 36' 00" / 34' 2T 19" County: Bladen
=
Please attach a copy of a county road map with location identified and describe below (Be specific: road names,
�t
_ 4
directions, milepost, etc.): From Clarkton take 211 east 2.7 miles to SR 1001 turn right
go 1.1 miles to farm
t
cf' C-)
entrance on left.
CO
rrn
Operation Description:
� ren
Type of Swine No. of Animals Tyne of Poultry No. of Animals Tyne of Cattle
No. of AnimalsCD
��
® Wean to Feeder 4200 ❑ Layer ❑ Dairy
❑ Feeder to Finish ❑ Non -Layer ❑ Beef ~ s
❑ Farrow to Wean (4 sow) ❑ Turkey
❑ Farrow to Feeder 0 sow)
❑ Farrow to Finish (# sow)
Other Type. of Livestock on the farm: No. of Animals: _
Acreage Available for Application:Q Required Acreage: N. O
Number of Lagoons/Storage Ponds: 1 Total Capacity: 290.755—Cubic Feet (fts)
Are subsurface drains present on the farm:--YES---orW��L (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 (we) 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 DEM or a new certification (if the approved plan is changed)
within Go days of a title transfer.
Name of La O neZ: CT LI.0
Signature: . e. `-"�
Date: S- G:7
Name of NVdnag7r (if different from owner):
Signature: Date:
AWC -- April 24, 1996

I '
t` Technical Specialist Certification
1 As a technical specialist designated by North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an
animal waste management plan that meets or exceeds standards and specifications of the Division of
Environmental Management (DEM) as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources
Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following elements are included in the plan as
applicable. While each category designates a technical specialist who may sign each certification (SD, SI, WUP,
RC, I), the technical specialist should only certify parts for which they are technically competent.
Il. Certlf cation of Design
A) Collection Storage, Treatment System
Check the appropriate box
❑ Existing -facility- acility_without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
New, expanded or retrofitted facility (SD) mq� Animal waste storage and treatment structures, such as but no limited"(' )1Ns, lagoons and
ponds, have been designed to meet or exceed the minimum standard�gt
Name of Technical Specialist (Please Print):
Affiliation: Murphy Family Farms
Address (Agenc ): O, Box 759 Rose Hill l'
Signature:
58 Phone Nay:
Date: _ SlG
k
B) band App ieation Site (WUP) I''''4*1.secta��4f�L_
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen
crop is suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Kraig Westerbeek
Affiliation: Murvhv Familv Farms
Address (Age y): O. Bo 7 Rose Hill NC 28458 Phone No.: 910 289-•6439 ext. 4556
Signature: Date: 5 -{.
C) Runoff Controls from Exterior lots
Check the appropriate box
]�J Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use ►tct`s`h��f6u,l een designed in
accordance with technical standards developed by MRCS. : ` < ; i� 0Afti{1
Name of Technical Specialist (Please Print): Kevin Weston �_ , _ g._
Affiliation: Murvhv Familv Farms f Arai
Address (Agee y)' P. Bo 759 Rose Hill NC 28458 Phone No,:: 9 t0 2806®439. Ixt.4629
Signature: _F*1 ALI Date: b%
AWC -- April 24, 1996

f D) Application and Handling Equipment
Check the appropriate box
❑ Existing or expanding 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).
New, expanded, or existing facility without existing waste application a ui ment for
may irriirrigation (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary
to accommodate the waste management plan; (proposed application equipment can cover the area
required by the plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a
schedule for timing of applications has been established; required buffers can be maintained; calibration
and adjustment guidance are contained as part of the plan).
❑ New, expanded, or existing facility without existinst waste application ectuipment for
land spreading not using spray irrigation. (WUP or I)
Animal waste application equipment specified in the pian has been selected to apply waste as necesary 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 appliactions has been established; required buffers can be maintained; calibration and
adjustment guidance are contained as part of the plan).
Name of Technical Specialist (Please Print): Gary Scalf
Affiliation: Murvhv Familv Farms
Address (Agency): PO Box 759 Rose Hill NC 2$458 Phone No.: 910-289-6439 ext 4562
Signature: Date:
E) Odor Control, Insect Control, Mortality Management and Emergency Action Plan (SQ,
SI WUP RC or I
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an
Insect Control Checklist, a Mortality Management Checklist and an Emergency action Plan. Sources of
both ordors and insects have been evaluated with respect to this site and Best Management Practices to
Minimize Odors and Best Management Practices to Control Insects have been sqctedov,99 included in
the waste management plan. Both the Mortality Management Plan and Emej--'+0R9.
� ��iC, ;
complete and can be implemented by this facility. . 0 �,�
a 0FEss�a, - 9 'i
Name of Technical Specialist (Please Print): Kevin Weston
Affiliation: MuLl2hy Family -Farms SEAQ
Address (Agency) P.O. ox 759 Rose Hili NC 28458 Phone No: 916 2$ -64 . 449
Signature: K e v Date:
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine failiYAWAegin
construction after June 21, 199G. If the facility was built before June 21, 1996, when was it constructed
or last expanded . I (we) certify that I (we) have attempted to contact by
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 : -1 C'77 e_ t- '
Signature: s-^h„�-&Lotaw, Date: _ s"G " ?
Name of A
Signature:
(if different from
AWC -- April 24, 1996
Date:

III. Certification of Installation
A) Collection Stora a Treatment Installation
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but no limited to lagoons and ponds, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For exis&W faci&ges is t`houf rvfty ts, no cen fication rs necessary.
Name of Technical Specialist (Please Print): 1. Neal Tucker
Affiliation: Murphy Family Farms
Address (Agency): P. O. Box 759 Rose Hill, NC 28458 Phone No.: [phone], ext. 4717
Signature: Date:
13) Land Application Site (WUP)
Check the appropriate box
❑ The cropping system is in the place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping
system as specified in the waste utilization plan has not been established and the owner has committed
to establish the vegetation as specified in the plan by (month/day/year); the proposed cover
crop is appropriate for compliance with the waste utilization plan.
❑ Also check this box if appropriate if the cropping system as specified in the plan can
not be established on newly cleared land within 30 days of this certification, the owner
has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print): Kraig Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P. O. Box 759 Rose Hill, NC 28458 Phone No.: [phone], ext. 4556__
Signature: Date:
This following signature block is only to be used when the box for conditional approval in LII. B above has been
checked.
I (we) certify that I (we) have committed to established the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Signature:
AWC -- April 24, 1996 4
Date:
Date:

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as
specified in the plan.
For facilities without exterior lots, no cerbfi'cation is necesary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature:
Date:
D) Application and Handling ui ment Installation (WUP or I)
Check the appropriate block
❑ AnimaI waste application and handling equipment specified in the plan is on site and ready for
use; calibration and adjustment materials have been provided to the owners and are contained
as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed
but the owner has proposed leasing or third party application and has provided a signed
contract; equipment specified in the contract agrees with the requirements of the plan; required
buffers can be maintained; calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.
❑ Conditional approval: Animal waste application and handling equipment specified in the plan
has been purchased and will be on site and installed by (month/day/year); there is
adequate storage to hold the waste until the equipment is installed and until the waste can be
land applied in accordance with the cropping system contained in the plan; and calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Gary Scalf _
Affiliation: Murphy Family Farms
Address (Agency): P. O. Box 759 Rose Hill, NC 28458 Phone No.: [phone], ext. 4562___
Signature: Date:
The following signature block is only to be used when the box for conditional approval in III D above has been
checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. 1
(we) realize that failure to submit this certification is a violation of the waste management plan and will subject
me (us) to an enforcement action from DEM.
Name of band Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC -- April 24, 1996

E) Odor Control, Insect Control and Mortality Management (SD, SI, WUP, RC or I)
Methods to control odors and insects as specified in the Plan have been installed and are
operational. The mortality management system as specified in the Plan has also been installed
and is operation.
Name of Technical Specialist (Please Print): Kevin Weston
Affiliation: Murphy Family Farms
Address (Agency): P. 0. Box 759 Rose Hill, NC 28458 Phone No: [phone], EXT. 4629
Signature: Date:
Please return the completed form to the Division of Environmental Management at the following address:
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Water Quality Section, Compliance Group
P. O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste Management Plan to
the local Soil and Water Conservation District Office and to keep a copy in your files with your Animal Waste
Management Plan.
AWC -- April 24, 1996

L
U.
L6
State of North Carolina fi
Department of Environment, Health and Natural Resources
~� Division of Water Quality
Non -Discharge Permit Application Form
19�� General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of th� �� x
C
kniiiiihWaste Management Plan (AWMP) certification form, Part II, must be included
�witli4his application prior to the application being accepted as complete. rn
Application Date: May 6, _1997 p p
- G
REQUIRED ITEMS CHECKLIST: tv
Please indicate that you have read the following list of requirements by signing your initials in the space provided next to each
item.
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
2. Three copies of a general location map indicating the location of the animal waste
facilities and field locations where animal waste is disposed,
3. Three copies of Pages 1-3 of the Animal Waste Management Plan (AWMP) Certification
Foran, including Part II (Certification of Design Items A -F). if the facility does not have
Part lI of the AWMP completed, it must be completed prior to submittal of a general
permit application for animal waste operations.
4. Three copies of the Animal Waste Management Plan (AWMP) used for Facility Design.
GENERAL INFORMATION:
Farm's Name: Pine View 41
Applicants' Initials
2. Print Land Owner's name: JCT. L.L.0
3. Mailing Address: 412 Layfette St
City: Clinton State: NC Zip: 28328
Telephone Number: 910-590-3264
4. County where farm is located: Bladen
5, Farm Location (Direction from nearest highway. Please indicate SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified.) from Clarkton take 211 east 2.7 miles to SR 1001
turn right and go 1.1 miles to farm entrance on left.
6. Print l -arm Manager's blame (if different from Land Owner):
7. Lessee's tegrator's Warne (if applicable; please circle which type is listed: MFF
FORM AWO-G-NE 1/97 Page 1 of 3

i
It
III. OPERATION INFORMATION:
1. Farm No.: (County Number)-- (Facility Number) (only for expanding operations)
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of
Animals" should be the maximum number for which the waste management structures were designed.
I, Craig Richardson (Land Owner's name listed in question I.2), attest that this application for Pine View #1
(Farm Name listed in Questions [1. 1) has been reviewed by me and is accurate and complete to the best of my
knowledge. I understand that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned to me as incomplete.
Signature: ,�� 21 �1. ��,L��, �?s,M�.:_ - /19cor ��, Date:
V. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question I.6), attest that this application for
(Farm Name listed in Question I1, I)has been reviewed by me and is accurate and complete to
the best of my knowledge. I understand that if all required parts of this application are not completed and that if all
required supporting information and attachments are not included, this application package will be returned as incomplete.
Signature:
Date:
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0525
TELEPHONE NUMBER: [phone]
FORM AWO-G-NE 1197 Page 2 of 3
hm of Lwmimne No. of Animals Tyne of Poul W No. of Animals
Type of Cattle No. of Animals
x Wean to Feeder 4200 ❑ Layer
❑ Dairy
❑ Feeder to Finish ❑ Non -Layer
❑ Beef
❑ Farrow to Wean (# sow) ❑ Turkey
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
3.
Acreage cleared and available for application: it— ; Required Acreage (as listed in the AW W):
N
4.
Number of Lagoons: 1 ; Total Capacity: 290.755 Cubic Feet (ft)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft)
5.
Are subsurface drains present within 100' of any of the proposed application fields? ❑ Yes
,� No
6.
Are subsurface drains present in the vicinity or under the proposed lagoon?
❑ Yes
No
7.
Does this facility meet the siting requirements in Senate Bill 12177 (Swine only)
❑ Yes
No
What was the date that this facility's swine houses and lagoons were sited?19
30196
What was the date that this facility's land application areas were sited?
9130196
W. APPLICANT'S CERTIFICATION:
I, Craig Richardson (Land Owner's name listed in question I.2), attest that this application for Pine View #1
(Farm Name listed in Questions [1. 1) has been reviewed by me and is accurate and complete to the best of my
knowledge. I understand that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned to me as incomplete.
Signature: ,�� 21 �1. ��,L��, �?s,M�.:_ - /19cor ��, Date:
V. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question I.6), attest that this application for
(Farm Name listed in Question I1, I)has been reviewed by me and is accurate and complete to
the best of my knowledge. I understand that if all required parts of this application are not completed and that if all
required supporting information and attachments are not included, this application package will be returned as incomplete.
Signature:
Date:
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0525
TELEPHONE NUMBER: [phone]
FORM AWO-G-NE 1197 Page 2 of 3

DIVISION OF WATER QUALITY REGIONAL OFFICES (9196)
Asheville Regional WQ Supervisor
59 Woodfin Place
Ash�vilIe. NC 28801
(704),251-6208
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Palk
Clay
Rutherford
Graham
Swain
Ha}wood
Transylvania
Henderson
Yancy
Jackson'
Union
Fayetteville Regional WQ Supervisor
Wachovia Building. Suite 714
Fayetteville. NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Berrie Lenoir
Chowan
Pamlico
Craven
Pasquouw1c
Ow-tituck
Pergtf==
Dare
Pitt
Gates
Tyreu
Gmene
Washington
Hertforad
Wayne .
Hyde
Stanly
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 2811Y
[phone]
Fax[phone]
Anson
Moore
Alexander
Lincoln
Bladen
Richmond
Cabarrus
Mecklenburg
Cumberland
Robeson
Catawba
Rowan
Harnett
Sampson
Cleveland
Stanly
Hoke
Scotland
Gaston
Union
Montgomery
hedell
Winston-Salem Regional WQ Supervisor
585 Waughtown.S=et
Winston-Salem, NC 27107
[phone]
Fax [phone]I
.Alamance
Rockingham
Allegbany
Randolph
kshe
Stokes
:!aswell
Surry
3avidson
Watauga
]avie
Wilkes
=orsyth
Yadkin
`,uilford
ORM: AXNIO-G-NE 1197 Page 3 of 3
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax[phone]
Chatham Nash
Durham Northampton
Edgecombe Orange
Franklin Person
Granville Vans
Halifax Wake
Johnston Warren
Lee Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington. NC 28405-3845
(9I0) 395-3900
'Fax [phone]
Bnuzwick New Hanover
Cartsret Onslow
Columbus Pender
Duplin

Producer:
Location: 31? 1 M I ', i3 Cc,,
Telephone: 9 ►a a i c' a- ► t I
-Type Operation: wGari= ee
Number of Animals: I L -i pp
(Design. Capacity) ,
1\1-V Z ) 1991
RE13). Orr 1L;& w
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where 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-ofthe.waste and.to ensure -that itis applied in an—
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
Potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoff to surface waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to -reduce the potential -for- pollution, the waste should be applied to a growing -crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
_ _._report-from.your-waste.management-facility. Attached you -will -find information -on- -
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 21.0217 adopted by the Environmental Management Commission.

j
:t:>:"::�IL
?n',:'{'rAlr:J:ii:v:':�R:+5<::;:>`<`i;'`;'.n:iiM#�a:??i
Amount o Waste Produced Per Year allons t3 tans etc.
14 PQ- animals X g4amt.) waste/animal/year = 3 -'U�' (amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
ltlu animals X.% Is. PAN/animal/year = `t0311bs: PAN/year. (PAN from N. C. Tech.
Guide Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
- - - # -_No---__. Tvne - Per Ac.-*'- Utilized- Annlication
Total 1 1J•53_l_ y 10 �J i
* This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realisticy e d
- ectation.-
NOTE: The applicator is cautioned that P and K maybe over applied while meeting the N
requirementL Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties ofNorth Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table 1.
Totals from above Tables
Acres
Lbs. N
Utilized
Table 1
Table 2
— Total 13 : 5 3 .._ . _
L1 T O y
Amount of N Produced
9 o-5
Surplus o efic
7 P
NOTE: 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
ill-be-nutrient-rich-and-will ---reyuire precautionary measures to prevent over application of nutrients or other
elements
3

k.:
.. v. v..i
...».^,:7:�`.::k::'.^`,w'`".:^�``^:`'^}.,..:;:::;:ai:;.'.`.::•`.'.;`.'s;::?:;:,;SQ'.::::;:2':,..,.:.:,::iS2;::;a:':':;:;a;:2'•"::;"r.,::::s:'s'<`,::;;;:;<:;<:",�'.::a,`...:,:�Mwr.cri:\:;k:::i2i:i:;;."�::ri.i:::t:".,:Nz`.::`„•k`<�kki:.".Ri2.t;:.t.v st;,..:.
See attached map showing the f elds to be used for the utilization of waste water.
Application of Waste by Irrigation
Field_ Soil Type Crop Application Application
Na. - _ - - - - Rate (In/Hr) Amount (In.)
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SBULAR TABLE WILL
BE NEEDED FOR DRY UTTER OR SUXRY.
Your facihty-is-designed-for/10 days of temporary storage and -the -temporary storage -
must be removed on the average of once every Ca MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation +-s« t oo.^ ski
Call the local Natural Resources Conservation Service (formerly Soil Cbnservhtion
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.
4
G, i4
(3 C1 MUG q
, - '
rr
/Jo A
r-rm"A cs
. 5
5
P\ V
3err^% dR
-I
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SBULAR TABLE WILL
BE NEEDED FOR DRY UTTER OR SUXRY.
Your facihty-is-designed-for/10 days of temporary storage and -the -temporary storage -
must be removed on the average of once every Ca MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation +-s« t oo.^ ski
Call the local Natural Resources Conservation Service (formerly Soil Cbnservhtion
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.
4

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

REQUIRED SPECIFICATIONS
(continued)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control conditions conducive to odor or flies and provide uniformity of application..
S. Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that no
more than 20 to 25 percent of the leaf area is covered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils should
be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop
on bare soil.
11. Animal waste shall not be applied closer than 25 feet to surface water. This distance
may be reduced for waters that are not perennial provided adequate vegetative filter
strips are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
15. Animal waste shall not be discharged into surface waters, drainageways or wetlands by
a discharge or by over -spraying. Animal waste may be applied to prior converted
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal waste should not be applied on grassed waterways that discharge
directly info water courses, and only then at agronomic rates provided the application
causes no runoff or drift from the site.

. r.
�. ��.��.w...�:.�..�v...�,....w�..V..u.�.V..r�.u��.�.......�.v...vA.v...��r.M.mvnvn.wv...v......r�....�.......�.....» .n....�..�.......
REQUIRED SPECIFICATIONS
(continued)
16. Domestic and industrial waste'from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system .
17. Lagoons and other uncovered waste containment structures must maintain a maximum
operating level to provide adequate storage for a 25 -year, 24-hour storm event in
addition to the one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, eta}. If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation..
Vegetation such as trees, shrubs,. and other woody species, etc. are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible.
Lagoon berms and structures should be inspected regularly for evidence 'of erosion,
leakage, or discharge.
19. If animal productionat the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
20. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should
be kept on site.
7

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Rr e Q I c �
Owner/Manager Agreement
I (we) understand and will follow and implement the specification and the operation -and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require anew
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters of the state from a storm event less
severe than the 25 -year, 24-hour storm The approved plan will be filed on-site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner:
(Please print)
Signature: Date:
_---
Name of Manager(If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) K,,+
Affiliation: Fa- _ , l�
Address (Agency): PO &o k
- t 1 _ r , , r r--._

1.
IL
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
General Permit - Liquid Animal Waste Operations
Rd WVEE
,F ��.
414Y 2 3 19971
�irYPi. TEV I L L E
4'triE; .OFFICE
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part I1, must be included
with this application prior to the application being accepted as complete.
Application Date: May 6, 1997
REQUIRED ITEMS CHECKLIST:
Please indicate that you have read the following list of requirements by signing your initials in the space provided next to each
item.
4. Three copies of the Animal Waste Management Plan (AWMP) used for Facility Design,
GENERAL INFORMATION:
Farm's Name: Pine View #2
2. Print Land Owner's name: JCT, L.L.0
3. Mailing Address: 412 Layfette St
City: Clinton State: NC Zip: 28328
Telephone Number: 910-590-3264
4. County where farm is located: Bladen
5. Farm Location (Direction from nearest highway. Please indicate SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified.) From Clarkton take 211 east 2.7 miles to SR 1001
turn right and go 1.1 miles to farm entrance on left.
6. Print Farm Manager's Name (if different from Land Owner):
7. Lessee's tegrator's nam (if applicable; please circle which type is listed: MFF
FORM AWO-GNE 1/97 Page 1 of 3
Applicants' Initiatei
1. One completed and signed original and two copies of the application for General Permit -
3C
Animal Waste Operations;
rn
U)•Xrn
2. 'Three copies of a general location map indicating the location of the animal waste
ti
T. C')
facilities and field locations where animal waste is disposed;
co,
,.� cza rpt
3. Three copies of Pages 1-3 of the Animal Waste Management Plan (AWMP) Certification
Form, including Part U (Certification of Design Items A -F). If the facility does not have
Part 11 of the AWMP completed, it must be completed prior to submittal of a general
permit application for animal waste operations.
W
X_
4. Three copies of the Animal Waste Management Plan (AWMP) used for Facility Design,
GENERAL INFORMATION:
Farm's Name: Pine View #2
2. Print Land Owner's name: JCT, L.L.0
3. Mailing Address: 412 Layfette St
City: Clinton State: NC Zip: 28328
Telephone Number: 910-590-3264
4. County where farm is located: Bladen
5. Farm Location (Direction from nearest highway. Please indicate SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified.) From Clarkton take 211 east 2.7 miles to SR 1001
turn right and go 1.1 miles to farm entrance on left.
6. Print Farm Manager's Name (if different from Land Owner):
7. Lessee's tegrator's nam (if applicable; please circle which type is listed: MFF
FORM AWO-GNE 1/97 Page 1 of 3

}
i
III. OPERATION INFORMATION:
1. Farm No.: (County Number)-- (Facility Number) (only for expanding operations)
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of
Animals" should be the maximum number for which the waste management structures were designed.
I, Craig Richardson (Land Owner's name listed in question 1.2), attest that this application for Pine View ##2
_ (Farm Name listed in Questions Il. 1) has been reviewed by me and is accurate and complete to the best of my
knowledge. I understand that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned to me as incomplete.
,
Signature: &4 —z • a&/". 4 e sc .- /NE..g A�. Date:
V. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6), attest that this application for
(Farm Name listed in Question H. l)has been reviewed by me and is accurate and complete to
the best of my knowledge. I understand that if all required parts of this application are not completed and that if all
required supporting information and attachments are not included, this application package will be returned as incomplete.
Signature: Date:
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-1525
TELEPHONE NUMBER: [phone]
FORM AWO-GNE 1/9.7 Page 2 of 3
"type of Swine No. of Animals Type of Poultry No. of Animals
Type of Cattle No. of Animals
x Wean to feeder 4200 ❑ Layer
❑ Dairy
❑ Feeder to Fetish ❑ Non -Layer
❑ Beet'
❑ Farrow to Wean (# sow) ❑ Turkey
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
3.
Acreage cleared and available for application: PY ; Required Acreage (as listed in the AWMP):
4.
Number of Lagoons: I ; Total Capacity: 291.259 Cubic Feet (ft)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft)
5.
Are subsurface drains present within 100' of any of the proposed application fields? ❑ Yes
No
6.
Are subsurface drains present in the vicinity or under the proposed lagoon?
❑ Yes
No
7.
Does this facility meet the siting requirements in Senate Bill 1217? (Swine only)
❑ Yes
No
What was the date that this facility's swine houses and lagoons were sited?
9130196
What was the date that this facility's land application areas were sited?
9130196
IV. APPLICANT'S CERTIFICATION:
I, Craig Richardson (Land Owner's name listed in question 1.2), attest that this application for Pine View ##2
_ (Farm Name listed in Questions Il. 1) has been reviewed by me and is accurate and complete to the best of my
knowledge. I understand that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned to me as incomplete.
,
Signature: &4 —z • a&/". 4 e sc .- /NE..g A�. Date:
V. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6), attest that this application for
(Farm Name listed in Question H. l)has been reviewed by me and is accurate and complete to
the best of my knowledge. I understand that if all required parts of this application are not completed and that if all
required supporting information and attachments are not included, this application package will be returned as incomplete.
Signature: Date:
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-1525
TELEPHONE NUMBER: [phone]
FORM AWO-GNE 1/9.7 Page 2 of 3

DIVISION OF WATER QUALITY REGIONAL OFFICES (9196)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
(704).251-6208
Fax[phone]
Avery
Macon
Buncombe
Madison
3urke
McDowell
aldwell
Mitchell
:herokee
Polk
:fay
Rutherford
3raham
Swain
la wood
Transylvania
ierlderson
Yancy
ackson
Duplin
'ayetteville Regional WQ Supervisor
yachovia Building, Suite 714
'ayetteville, NC 28301
910) 486.1541
.ax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax[phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
PaNuotank
Currituck
Perquimans
Dan:
Pitt
Gates
Tyrell
Gn=
Washington
Hertford
Wayne .
Hyde
Duplin
Mooresville Regional WQ Supervisor
9I9 North Main Street
Mooresville, NC 2811Y
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone] .
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warmn
Lee
Wilson
Wilmington Region. WQ Supervisor
127.Cardinal Drive Extension
Wilmine on, NC 28405-3845
[phone]
'Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick
tladen
Richmond
Cabarrus
Mecklenburg
Carteret
:umberland
Robeson
Catawba
Rowan
Columbus
larnett
Sampson
Cleveland
Stanly
Duplin
Coke
Scotland
Gaston
Union
4ontgomery
IredeD
Vinston-Salem Regional WQ Supervisor
85 Waughtown.Smeet
linston-Salem, NC 27107
110) 771-4600
ax [phone]
lamance
Rockingham
Ileghany
Randolph
she
Stokes
aswell
Surry
avidsoa
Watauga
avie
Wilkes
_)rsy th
Yadkin
uilford
ORM: AWO-G-NE 1197 Page 3 of 3
New Hanover
Onslow
Pender

Animal Waste Management Pian CertificationRECEIVE©
(Please tvve-Qr print all information that does not require a sixnature)
+t4 -4 1997
General Information:
Namc of Fartn: Pine View #2 Facility No: --
Owner's Name: IQ', L.L.C. Phone No: 910-590-3264
Mailing Address: 4I2 Layfette St. Clinton, NC 2832$ REG' �� 'iCE
Latitude and Longitude: 78' 36' 00" / 34' 27' 19" County: Bladen
Please attach a copy of a county road map with location identified and describe below (Be specific: road names,
directions, milepost, etc.): From Clarkton take 211 east 2,7 miles to SR 1001 turn right_go 1_.1miles to farm
entrance on left.
Operation Description:
I've of Swine No. of Animals 'ryRe of Poultry No. ot'Animuls
® Wean to Feeder 4200
❑ Feeder to Finish
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
Other Type of Livestock on the farm:
❑ Layer
❑ Non -Layer
❑ Turkey
No. of Animals:
Type of Cattle.' No. of Animals
p Dairy
❑ Beef
Acreage Available for Application:JL
_ Required Acreage: 1 � f
Number of Lagoons/Storage Pontis: 1 Total Capacity: 29JL259 Cubic Feet (fts)
Are subsurface drains present on the farm: YES or N (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 techrdeal 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 (we) 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 DEM or a new certification (if the approved plan is changed)
within 60 days of a title transfer.
Name of Lan Owner: JCT L. .0
Signature: 67
OAs4 — Date:
Name of Mana r (if di f rent from caner):
Signature: Date:
AWC -- April 24, 1996
� Mss
tf�3 � 1K1
00
tTx� C
G

Technical Specialist Certification
L As a technical specialist designated by North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 6r .0005, I 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 (DPM) as specified in ISA NCAC 21-1.0217 and the USDA -Natural Resources
Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation Commission pursuant to
13A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following elements are included in the plan as
applicable. While each category designates a technical specialist who may sign each certification (SD, SI, WUP,
RC, l), the technical specialist should only certify parts for which they are technically competent.
II. Certlf cation of Design
A) Collection, Storage, 'Treatment System
Check the appropriate box
❑ Existing facility without retrofit._ (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
New, expanded or retrofitted facility (SD) �F„�+++
Animal waste storage and treatment structures, such as but no limited to collectpp21.. +'lagoons and
ponds, have been designed to meet or exceed the minimum standards and s ''�,
Name of Technical Specialist (Please Print): 1. Neal Tucker
Affiliation: MuMhy Family Farms SEAL
Address (Agency) P. C22 Box 759 Rose Hill NC 28458 Phone No : (911e)2b-AW. ;xt. J7_17
Signature: Date: 5 G `
B) Land Application Site (WUP) `Ir;;!AR
The plan provides for minimum separations (buffers); adequate amount of land for waslyklttWIlion; chosen
crop is suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Kraig Westerbeek
Affiliation: Murnhv Familv Farms
Address ( y): P. ox 59 se Hill NC 28458 Phone No.: 910)289-6439 ext. 4556
Signature: r Date: S-6— 1
C) Runoff Controls from Exterior Lots
Check the appropriate box
® Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS. +0,�ti�'""'
�i CAA9440
Name of Technical Specialist (Please Print): Kevin Weston �►ES$t�-r
Affiliation: Murnhv Familv Farms AV
Address (Age cy . P.Q. Box 759 Rose Hill NC 28458 Phone No.5 9 0 2S1-.439 xtA629
Signature: FcA2 vial Date: 4 7 1 14985
01
., AL
AWC -- April 24, 1996 2

D) Application and I-landlingEcluil2ment
Check the appropriate bay
❑ Existing or expandingfacility with existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to
accommodate the waste management plan:
(existing application equipment can cover the area required by the plan at rates not to exceed either
the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are
contained as part of the plan).
New, expanded, or existing facility without existing waste application equipment for
srpairrigation (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 existing waste application a ui ment for
land spreading not using spray irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necesary 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 appliactions has been established; required buffers can be maintained; calibration and
adjustment guidance are contained as part of the plan).
Name of Technical Specialist (Please Print): Garr Scalf
Affiliation: Murvhv Familv Farms
Address (Agency): PO Box 759 Rose Hill NC 284.58 Phone No.: 910-289-6439 ext 4562
Signature: Dater 97
E) Odor Control, Insect Control,_ Mortality Management and Emergency Action .Plan (SD,,
Si P WUP RC or I
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an
Insect Control Checklist, a Mortality Management Checklist and an Emergency action Plan. Sources of
both ordors and insects have been evaluated with respect to this site and Best Management Practices to
Minimize Odors and Best Management Practices to Control Insects have been `0dtaUtdffdikcluded in
the waste management plan. Both the Mortality Management Plan and Emergq, OL An
complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Kevin Weston = to
Affiliation: Murphy Family Farms
e
Address (Agency • P.O Box 759 Rose Hill NC 28458 PhonNo: 91 Or 89 6439 ext. 4 6
Signature: gj2a xevw Date: 6/v11-7 �t.
F) Written Notice of_ New or Expanding Swine Farm �����'`►�i„�'�`�����`
The following signature block is only to be used for new or expanding swine farms that begin
construction after Pune 21, 1996. If the facility was built before June 21, 1996, when was it constructed
or last expanded . I (we) certify that I (we) have attempted to contact by
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 La d Owner : -JCr L ��-
Signature Date: S `G JY
Name of er (if different fr m owner):
Signature: Date:
AWC -- April 24, 1996

III. Certification of installation
A) Collection, Storage, Treatment Installation
New, expanded or retrofit_t_ed_facility (SI}
Animal waste storage and treatment structures, such as but no limited to lagoons and ponds, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print): .1. Ncal'1'ucker _
Affiliation: Murphy Family Farms
Address (Agency): P. O. Box 759 Rose Hill, NC 28458 Phone No.: [phone], ext. 4717
Signature: Date:
B) Land Application Site_(WUP)
Check the appropriate box
❑ The cropping system is in the place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping
system as specified in the waste utilization plan has not been established and the owner has committed
to establish the vegetation as specified in the plan by (month/day/year); the proposed cover
crop is appropriate for compliance with the waste utilization plan.
❑ Also check this box if appropriate if the cropping system as specified in the plan can
not be established on newly cleared land within 30 days of this certification, the owner
has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print): Kraig Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P. O. Box 759 Rose Hili, NC 28458 Phone No.: [phone], ext. 4556
Signature: Date:
This following signature block is only to be used when the box for conditional approval in III. B above has been
checked.
I (we) certify that I (we) have committed to established the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Sknature:
_ Date:
Name of Manager (if different from owner):
Signature: Date:
AWC -- April 24, 1996

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as
specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature:
Date:
D) Application and Handling Equipment Installation (WUP or I)
Check the appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready for
use; calibration and adjustment materials have been provided to the owners and are contained
as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed
but the owner has proposed leasing or third party application and has provided a signed
contract; equipment specified in the contract agrees with the requirements of the plan; required
buffers can be maintained; calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.
❑ Conditional approval: Animal waste application and handling equipment specified in the plan
has been purchased and will be on site and installed by (month/day/year); there is
adequate storage to hold the waste until the equipment is installed and until the waste can be
land applied in accordance with the cropping system contained in the plan; and calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Gary Sealf
Affiliation: Murphy Family Farms
Address (Agency): P. O. Box 759 Rose Hill, NC 28458 Phone No.: [phone], ext. 4562
Signature: Date:
The following signature block is only to be used when the box for conditional approval in III D above has been
checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this certification is a violation of the waste management plan and will subject
me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature .
Name of Manager (if different from owner):
Signature:
AWC -- April 24, 1496
Date:
Date:

F) Odor Control, Insect Control and Mortality Management (SD, SI, WUP, RC or 1)
Methods to control odors and insects as specified in the Plan have been installed and are
operational. The mortality management system as specified in the Plan has also been installed
and is operation.
Name of 'Technical Specialist (Please Print): Kevin Weston
Affiliation: Murphy Family Farms „
Address (Agency): P. O. Box 759 Rose Eli]], NC 28458 Phone No: [phone], EYE 4629
Signature: Date:
Please return the completed form to the Division of Environmental Management at the following address:
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Water Quality Section, Compliance Group
P. O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste Management Plan to
the local Soil and Water Conservation District Office and to keep a copy in your files with your Animal Waste
Management Plan.
AWC -- April 24, 1996 6

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MURPHY FAMILY FARMS
WASTE MANAGEMENT FACILITY SITE EVALUATION
MAY 2 3 1991
Other Environmental Factors
Is endangered and/or threatened species habitat present?
Is a designated natural scenic area included in the planning
area or will planned actions impact on an -adjacent natural
scenic area?
Is an archaeological or historical site located in the planned area?
Are cultural resources present? "
NaniG Z.��n & W jcts foo-T-1Sizc Operation
(411SL-A-16
REG. OPFlCE.,
/00l y K /Goo tit�s�n�,
_
�J.c,
Telephone _'9 r o-
Location Data
CO
Distance from nearest residence not owned by producer:
chi
Yes
No
C-=
Is site within 100 year flood plain?
✓
Is site at -least 100 feet from. a -"Blue Linc" perennial st nam?
- -
If no, site must be relocated.
Is site within 1 mile zoning jurisdiction of a -municipality?
If yes, site must be relocated.
Are there utilities in the construction area?
Wetlands
Will site involve clearing woodlands or -any non -cropland?
If wetlands are involved, it is the responsibility of the'producer
to obtain all necessary, permits before'any clearing is done.
Other Environmental Factors
Is endangered and/or threatened species habitat present?
Is a designated natural scenic area included in the planning
area or will planned actions impact on an -adjacent natural
scenic area?
Is an archaeological or historical site located in the planned area?
Are cultural resources present? "

(M
1
Waste Management
Does producer own enough land to properly land apply waste?
Lfno, dote producer have aeaeoo to morolaod?
Tfland is not owned'by producer, = producer get agreement
for land on which to apply waste?
Soil Investigation
Is soil suitable for lagoon?
Is a clay liner rcgturcd?
If yes, is clay avallablo on site?
4 a core tr=ch required? .
Ycs No
Questionable
Test holes will be dug inid lly in the gos =4 area of proposed lagoon. Tf dMiza 40i the
position -of the lagoorn.is dazed to an area where no test holes were previously dM_additivnal
rest holm WILL be required.
This site investigation is Talld as long as the design and construction of lagoon continues
in it reasanablet time period. Undue delays or hesitmicy lu construction may regture that site
be re-evaluated.
Evaluator -�' L
Bering)
Signature
(,Producer)
Date
Date
0

lot 1
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LAGOON SITE SOILS INVESTIGATION
PROJECT:
FIELD INVESTIGATION BY: k r)
SITE SKETCH
COUNTY: 17,--, /-,!,
DATE: v/3' /? ? WY 2 31997
Fr'f�; 3 EViLLE
BORING NUMBER AND PROFILE I
DEPTH WT
DEPTH i WT I
Q! I
�, .
Z I 13(.nCK I T.+✓ P
U� U, { I• �'
rr
i r lA."n
L rY,4 •. �� r
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D•7
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/-
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BORING / SAMPLING METHOD: t yGgyp.rmc SIGNATURE:

LAGOON SITE SOILS INVESTIGATION
PROJECT: COUNTY:
FIELD INVESTIGATION BY: DATE:
BORING NUMBER AND PROFILE j
1 'DEPTH F WT I 11DEPTH I WT
• I.) r
/'
II L.F%ert f (✓A/+
Y
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/!/
/A
Lo
/KD K.rN•rG /
-d,s
Z
L7
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/f"Fi DX.�1r�.[ o rrtt n CC.� %
Q � , � �
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� �` ry, , Tian £�J r S-+r•o v �^ .—
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lr3 7
7nw � GJa�h rtrFn �+r fw(.•o4 �r1!
rr
J rlr� •
lLQN C(iI7 w Ff� f„~•� %ten Jr,rLd �i
.
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Ra J r �c J., f . c f.*ra Ln 7,-/tf
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1 1
BORING/ SAMPLING METHOD: f��p.nro� SIGNATURE:

V
L,� �I
Grower: JCT, LLC — PINEMEW NURSERY #2 Designed By: CHB
Address: 412 LAFAYETTE STREET �!=4�" 1997 Checked By: JNT
CLINTON, NC 28328 Date: 05/07/97
County: BLADEN Sheet 1 of 7
FARM INFORMATION '" "L
ANAEROBIC WASTEAGOON DESIGN
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
Is Lagoon Designed as an Irregular Shape? (Y/N) — — — — — — — — — —Y
Does Operator Want Emergency Spillway? (Y/N) — — — — — — -- — —N
Is This Design for an Existing Farm? (Y/N) — — — — — — — — — —N
Is Drain Tile Req'd to Lower SHWT? (Y/N) — — — — — — — — — —N
Seasonal High Water Table Elev:-------------------
Freeboard:--------------------------
Emergency Spillway Flow Depth: Not Applicable
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes: -------------------
Press ALT—C to Download
contour areas see sheet 2 of 7...
4200 Hd.
— — — — — — — — — — 99.50 Ft.
0
88.30 Ft.
0
— — — — — — — — — — 96.90 Ft.
0
94.50 Ft.
0
0
160 Days
7.5 In.
7.5 In.
7.0 In.
0
0
o�
*�c
co
MW
94.40 Ft. a
1.0 Ft.
3 :1 (H:V)
Top of Dike Elevation: — — — — — — — — —
— — — — — — — — — — 99.50 Ft.
Finished Bottom Elevation: --------------------
88.30 Ft.
Start Pump Elevation: — — — — — — — — —
— — — — — — — — — — 96.90 Ft.
Stop Pump Elevation: ------------------
94.50 Ft.
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor =
Temporary =
Permanent =
56744 (Cu.Ft.)
77015 (Cu.Ft.)
157500 (Cu.Ft.)
291,259 (Cu.Ft.)
65,792 (Cu.Ft.)
87,062 (Cu.Ft.)
169,555 (Cu.Ft.)
322,409 (Cu.Ft.)
Min. Required Liner Thickness --------------------
Lagoon Surface Area: (Inside TOD)--------------------
Murphy Famity Farms Engineeft P.O. Box 759, Rose HN NC 28458
115.95%
113.05%
107.65%
110.69%
1.6 Ft.
45,395 S. F.
[phone]

i
I
Grower: JCT, LLC - PINEVIEW NURSERY #2 Designed By: CHB
Address: 412 LAFAYETTE STREET Checked By: JNT
CLINTON, NC 28328 Date: 05/07/97
County: BLADEN Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE -AREA
VOLUMES
Contour
Elevation (FT.a
Area SF
Incr. Vol. (Cu. FT)
Cumui. Vol. (Cu. FT)
88.30
21,359
89.00
22,620
15,393
15,393
90.00
24,481
23,551
38,943
91.00
26,406
25,444
64,387
92.00
28,396
27,401
91,788
93.00
30,451
29,424
121,211
94.00
32,572
31,512
152,723
95.00
34,757
33,665
186,387
96.00
37,007
35,882
222,269
97.00
39,322
38,165
260,434
98.00
41,703
40,513
300,946
99.00
44,148
42,926
343,872
99.50
45,395
22,386
366,257
I These volumes were calculated using the vertical_ average end area method.
1 TnT D iKA. +5e4 r]r.a IC Uni .' I 7nkl= 1111NIin ono
END PUMP= = = = > 94.50 FT 169,555 CF TR'MT 169,555 107.65%
START PUMP = = = > 96.90 FT 256,617 CF TEMP 87,062 113.05%
MAX STORAGE = => 98.50 FT 32Z409 CF STORM 65,792 115.95%
Mumhv Famllv Fanns Enalneerha P.O. Box 759. Rose Hill IVC 2840 1910) 289-2111

Grower: JGT, LLC; — PINLVItW NUHbLHY *1 uesignea tsy: C:mb
Address: 412 LAFAYETTE STREET Checked By: JNT
CLINTON, NC 28328 Date: 05/07/97
Countv: BLADEN Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type
Capacity
ALW *
cu.ft. Ib
= Total
Nursery
4,200
30
1.00
126,000
Finishing
0
135
1.00
0
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
1 01
1,417
1.001
0
Boars
1 01
4001
0.501
0
Total Hequired I reatment Volume (cu. ft.)= 126,000
Sludge Storage Volume:
R��imal Type
a aci
Sto. Period *
cu. .
_ L ota
Nursery
4,200
30
0.25
31,500
Finishing
0
135
0.25
0
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,4170.25
13.50
0
Boars ---j
0
400
0.125
0
Total Required Sludge Storage Volume (cu. ft.)= 31,500
Temporary Storage_ Volume:
Manure Production:
Animal e
Capacity *
Sto. Period *
(gals/Hd.iaay)=
I ota
Nursery
4,200
80
0.30 226,800
151,200
Finishing
0
180
1.40
0
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
0
1801
13.50
0
Boars
1 01
1801
4.00
0
Total Manure Production (gals.) = 226,800
Total Manure Production (cu.ft.)= 30,321
Excess Fresh Water:
;Wmal Type
Capacitv *
Sto. Period *
(gals/M./dayl=
Totag
Nursery
4,200
180
0.20
151,200
Finishing
0
180
0.90
0
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
1 0
1801
9.501
0
Boars
0
1801
2.701
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
151,200
20,214
Murphy Family Farms Englneerhg P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: JCT, LLC — PINEVIEW NURSERY #2 Designed By: CHB
Address: 412 LAFAYETTE STREET Checked By: JNT
CLINTON, NC 28328 Date: 05/07/97
Cou
Temporary Storage Volume: Cont.
eet 4 of 7
Rainfall in Excess of Evaporation:
Vol. = (Lagoon Surface Area + Additional Drainage Area) * Rainfall / 121n./ft
Vol.= (45395 sq.ft. + 0 sq.ft.) * 71n. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 26,480
Storm Storage:
Vol.= (Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm (in) / 12in./ft.
Vol. = (45395 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft,
Total Requ ired Volume for 25Yr. —241-1r. Storm Event (cu.ft) = 28,372
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (45395 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain' (cu.ft.) = 28,372
(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") = 56,744 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 77,015 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 157,500 (CU.FT)
TOTAL REQUIREDVOLUME = 291259 (CU.FT.)
Murpny Family Farms Engineering P. U. BOX 759, Hose Hill NC 25455 (91 0) 289-2111

r
wer: JCT, LLC — PINEVIEW NURSERY #2 Designed By: CHB
ress: 412 LAFAYETTE STREET Checked By: JNT
CLINTON, NC 28328 Date: 05/07/97
ntv: BLADEN 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 -----W-----------------
Temporary Storage Period -------------------
Zone Depths:
99.50 FT.
Not Applicable
98.50 FT,
97.61 FT.
96.90 FT.
94.50 FT.
89.68 FT.
94.40 FT.
88.30 FT.
Not Applicable
Not Applicable
3:1 H:V
45,395 SF
1.6 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 322409 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth _
Farms Englneerhg P.O. Box 759, Rose Hl11 NO 28458
6.2 FT.
2.4 FT.
2.6 FT.
11.2 FT.
[phone]

FINISHED BOTTOM ELEV = 88.30
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]
Grower: JCT, LLC — PINEVIEW NURSERY #2
Designed By:
CHB
Address: 412 LAFAYETTE STREET
Checked By:
JNT
CLINTON, NC 28328
Date:
05/07/97
Cou : BLADEN
Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 99.50
/ 1
TOP OF STORM ELEV = 98.50
1
1
1 1
1
1
1
TOP OF HEAVY RAIN ELEV = 97.61
1
1
1
STRT PMP EL= 96.90 1
TOP OF TEMP STORAGE ELEV = 96.90
1
1
1
END PMP EL = 94.50 1
TOP OF TREAT ELEV = 94.50
/ SHWT = 94.40
1
1
1
1
1
TOP OF SLUDGE ELEV = 89.68 /
1
1
FINISHED BOTTOM ELEV = 88.30
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

Grower: JCT, LLC - PINEVIEW NURSERY #2 Designed By: CHB
Address: 412 LAFAYETTE STREET Checked By: JNT
CLINTON, NC 28328 Date: 05/07/97
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 not -required.
NOTE: See attached ante Utilization an,�ti�+�` ++111111! CAAr/rr'��
N
too
DESIGNED: =
C!t4 AL �
-DATE: 5L 1 �irhrr � i++++�t,
COMMENTS: The lagoon has been designed as an irregular s'%e.
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 tura on the lagoon is full
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape.
Pam* Farms
P.O. Box 759, Rase Hill NC 28458
289-2111

t
L. 1
HYDRAULIC REPORT FOR
PINEVIEW NURSERY #2
PUMP STATION ANALYSIS
J. NEAL TUCKER, P.E.
MAY 6, 1997
�t1tittiuruirroiri
14 CARO
�y
9
y L
y
1985
i
y
r�Nrrlttt�t����
q-7
mm FPCf �-F----:
F
MAY 2 3 1997
REG. Orr«.:
,
_
ern
r*s m ;�

v
LIFT STATION OUTPUT SUMMARY (Line 1 )
FORCE MAIN
F.M. LENGTH (ft)
= 300
F.M. DIAMETER (in)
= 6.064
HAZEN-WILLIAMS C
= 140
OUTFALL INVERT ELEV
= 98.5
EXIT LOSS COEFF
= .75
OUTFALLS INTO LINE #
Outfall
NATURAL GROUND ELEV
= 95
DISCHARGE PIPING
DIAMETER (in) = 4.026
AVE PIPE LENGTH (ft) = 60
HAZEN WILLIAMS C = 140
WET WELL AREA (sf) = 20
PUMP FILE
4WHV-65IMP
Q (gpm) HD (ft)
4WHV--65IMP
PUMP DATA
1st PUMP ID = 4WHV-65IMP
PUMP ON ELEV = 93.76
PUMP OFF ELEV = 91.76
No FITTINGS = 0
LOSS COEFF = 0
2nd PUMP ID
= 4WHV-65IMP
PUMP ON ELEV
= 94
PUMP OFF ELEV
= 91.76
No FITTINGS
= 0
LOSS COEFF
= 0
3rd
PUMP ID =
PUMP
ON ELEV = 0
PUMP
OFF ELEV = 0
No FITTINGS
= 0
LOSS
COEFF = 0
Q (gpm) HD (ft) Q (gpm) HD (ft)
40.00
36.75
40.00
36.75
0.00
0.00
100.00
32.50
100.00
32.50
0.00
0.00
125.00
31.75
125.00
31.75
0.00
0.00
175.00
29.00
175.00
29.00
0.00
0.00
225.00
27.25
225,00
27.25
0.00
0.00
275.00
25.00
275.00
25.00
0.00
0.00
325.00
23.00
325.00
23.00
0.00
0.00
375.00
21..50
375.00
21.50
0.00
0.00
425.00
18.50
425.00
18.50
0.00
0.00
490.00
14.00
490.00
14.00
0.00
0.00

LIFT STATION OUTPUT SUMMARY (Cont'd)
STATION OPERATING POINTS (Feet above respective Pump On elev)
1st ON 1st & 2nd ON 1st, 2nd & 3rd ON
Q
(gpm)
456
755
0
gpm
(cfs)
1.0
1.7
0.0
HD
(ft)
9.92
16.86
0.00
V
DP (ft/s)
11.5
9.5 / 9.5
0.0 / 0.0 / 0.0
V
FM (ft/s)
5.1
8.4
0.0
INDIVIDUAL PUMP OPERATING POINTS (Total dynamic head)
PUMP ID 1st ON 1st & 2nd
ON
1st, 2nd & 3rd
ON
4WHV-65IMP 456 gpm 377
gpm
0
gpm
16.3 ft 21.4
ft
0.0
ft
4WHV-65IMP 377
gpm
0
gpm
------ 21.4
ft
0.0
ft
•0
gpm
------ ------
0.0
ft

1-j
LIFT STATION OUTPUT SUMMARY (Cont'd)
MODIFIED PUMP CURVES (Reflects losses from pump to station header)
1st
2nd
ON
3rd
1st, 2nd
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
40.00
36.68
40.00
36.68
0.00
0.00
100.00
32.1.1
100.00
32.11
0.00
0.00
125.00
31.17
125.00
31.17
0.00
0.00
175.00
27.91
175.00
27.91
0.00
0.00
225.00
25.52
225.00
25.52
0.00
0.00
275.00
22.49
275.00
22.49
0.00
0.00
325.00
19.59
325.00
1.9.59
0.00
0.00
375.00
17.05
375.00
17.05
0.00
0.00
425.00
12.89
425.00
12.89
0.00
0.00
490.00
6.70
490.00
6.70
0.00
0.00
COMBINED MODIFIED PUMP CURVES
1st ON
1st & 2nd
ON
1st, 2nd
& 3rd ON
Q (gpm) HD
(ft)
Q (gpm)
HD
(ft)
Q (gpm)
HD (ft)
40.00
36.68
80.00
36.68
0.00
36.68
100.00
32.11.
200.00
32.11
0.00
32.11
125.00
31.17
250.00
31.17
0.00
31.17
175.00
27.91
350.00
27.91
0.00
27.91
225.00
25.52
450.00
25.52
0.00
25.52
275.00
22.49
550.00
22.49
0.00
22.49
325.00
19.59
650.00
19.59
0.00
1.9.59
375.00
17.05
750.00
17.05
0.00
17.05
425.00
12.89
850.00
12.89
0.00
12.89
490.00
6.70
0.00
6.70
0.00
6.70
SYSTEM CURVES
(Feet
above respective
Pump On
elev)
1st ON
1st & 2nd
ON
1st, 2nd
& 3rd ON
Q (gpm) HD
(ft)
Q (gpm)
HD
(ft)
Q (gpm)
HD (ft)
0.00
5.25
0.00
5.01
0.00
0.00
94.44
5.49
94.44
5.25
0.00
0.00
188.89
6.15
188.89
5.91
0.00
0.00
283.33
7.16
283.33
6.92
0.00
0.00
377.78
8.52
377.78
8.26
0.00
0.00
472.22
10.20
472.22
9.96
0.00
0.00
566.67
12.20
566.67
11.96
0.00
0.00
661.11
14.51.
661.11
14.27
0.00
0.00
755.56
17.12
755.56
1.6.88
0.00
0.00
850.00
20.04
850.00
1.9.80
0.00
0.00
* Static head based on free outfall, force main flowing full.

fi:) il-��
L .>
GROWER: JCT,LLC—PINEVIEWNURTERY#2 DESIGNED BY: CHB
ADDRESS: 412 LAFAYETTE STREET AMY 1997 CHECKED BY: JNT
CLINTON, NC 26328 DATE: 05/07/97
COUNTY: BLADENSHEET 1 OF
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 earthfill 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 1.6 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 1S CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER 1S INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P.0. Box 759, Rose Hill NO 28458 [phone]

y
1.1nWVVGY'1. VV 1, L.L\/ — r11vGV1L.VV IyVilvGfll TTc VLv1411VLL/UI. vilL)
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 28328 DATE: 05/07/97
COUNTY: BLADEN 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.
Murphy Family Farms Engineerhg P.O. Box 759, Rose Hill NC 28458 [phone]

untaYYCIi. UV I, LLL.%.✓ — 1"11-4+=Y1GYY 1 TrG LJC:QI a1VCLJ DT. Lf'1D
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 28328 DATE: 05/07/97
COUNTY: BLADEN 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 tile 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 the 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.
Murphy Family Fanns Englneerhg P. O. Box 759, Rose Hill NC 28458 (910) 289--2111

GROWER: JCT, LLC — PINEVIEW NUR5ERYQ#_'2�� L" ` `!]j R �DE5IGNED BY: CHB
ADDRESS: 412 LAFAYETTE STREET `'� / 3­HECKED BY: JNT
CLINTON, NC 28328 1I14 I DATE: 05/07/97
COUNTY: BLADEN 3 199 SHEET 1 OF 2
1 i.'�
OPERATION AND IVIAI�VTEN� E 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 / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy 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.
Murphy Family Farms Englneedng P.O. Box 759, Rose Hill NC 28458 [phone]

pit
GROWER: JCT, LUG _—PINEVIEW NURSERY #2 DESIGNED BY: CHB
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 28328 DATE: 05/07/97
COUNTY: BLADEN _ SHEET 2 OF 2
3. Begin temporary storage pump—out of the lagoon when the fluid level reaches the
elevation 96.90 as marked by the staff gauge. Stop pump—out when the fluid level
reaches'elevation 94.50. This temporary storage, less 25 year / 24 hour storm,
contains 87062 cubic feet or 651226 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 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.
Murphy Family Fauns Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GHUWtH: JC.+ 1, LLU — t-INtVItVV NUH-ZtHY iFC Ut�1UNtU OT: �rfrs
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JN_ T
CLINTON, NC 28328 DATE: 05/07/97
COUNTY: BLADEN __._._.... . SHEET_1 OF 1 _
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
PIr-,,^-,� ,,�,
2 J 1991
120 LBS. FESCUE GRASS AT 60 LBS./ACRE REG. o7i:40E
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2000 LBS. OF 10--10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 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.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 2840 (910) 289-21 i.i

GROWER: JCT, LLC — PINEVIEW NURSE Y #2, i : -Fr, � " )ESIGNED BY: CHB
ADDRESS: 412 LAFAYETTE STREET
�t-"I'i�� `' CHECKED BY: JNT
CLINTON, NC 28328 DATE: 05/07/97
COUNTY: BLADEN �'-�� 1997 SHEET 1 OF 2
Emergen4y Action..Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This pian 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 r)luaaed with clan soil
Murphy Family Farms Englneemg P.O. Box 759, Rose Hill NC 28458 [phone]

uriuvvcrs: u�. i , LLL - riiVcviv_vv ivunvi=n i ire o 1. ono
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 28328 DATE: 05/07/97
NTY: BLA
-Lagoon prouiems require the consultation or an maiviouai experien
design and construction of lagoons for permanent repair measures.
e
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 919-466-1541
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 910-862-6760.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-862-6936 for advice/technical assistance. The
Extension Service can be reached 910-862-4591 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.
BLADEN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 248, ELIZABETHTOWN, NC 28337
910-862-4591
BLADEN COUNTY SOIL AND WATER CONSERVATION DISTRICT
ROOM 122 AGRICULTURAL SERVICE CENTER
ICE PLANT RD, ELIZABETHTOWN, NC 28337 — 9409
910-862-6936
BLADEN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 1635, ELIZABETHTOWN, NC 28337
910-862-6760
DIVISION OF WATER QUALITY
WACHOVIA BUILDING SUITE 714
FAYETTEILLE, NC 28301-5043
919-486-1541
Mumhv Famlly Farms Fnalnaarina P.O. Box 759. Rose Hill NC 28458 /910) 289-2111

Swine Farm Waste Management Odor Control Checklist
Source Cause I BMPs to Minimize Odor Site Specific Practices
Farmstead Swine production gr Vegetative or wooded buffers;
❑ Recommended best management practices;
i" Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals Q' Dry floors
Floor surfaces Wet manure -covered floors Slotted floors;
V Waterers located over slotted floors;
0 Feeders at high end of solid floors;
❑ Scrape manure buildup from floors; -
0 Underfloor ventilation for drying
Manure collection pits • Urine, A' Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
O Undcffloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance;
Dust a Efficient air movement
Indoor surfaces Dust Washdown between groups of animals;
0 Feed additives;
C3 Feeder covers;
f3'O'Feed delivery downspout extenders to feeder
covers
Flush tanks Agitation of recycled lagoon t7 Flush tank covers;
liquid while tanks are filling i] Extend Fill lines to near bottom of tanks with
vents
Flush alleys Agitation during wastewater ❑ Underfloor flush with underfloor ventilation REG I T �'�
conveyance �:
Pit recharge points Agitation of recycled lagoon 19"Extend recharge lines to near bottom of pits
liquid while pits are filling with anti -siphon vents�1 jg97
Lift stations Agitation during sump tank 0 Sump tank coversA
filling and drawdown R 0
Outside drain collection • Agitation during wastewater 0 Box covers
or junction boxes conveyance
AMOC - November 11, 1996, Page 3
J•1

AMOC - November 11, I996, Page 4
Source
Cause
BMPs to Minimize Odor Site Specific Practices
End of drainpipes at
• Agitation during wastewater
Extend discharge point of pipes underneath
lagoon
conveyance
lagoon liquid level
Lagoon surfaces
+ Volatile gas emissions;
Proper lagoon liquid capacity;
• Biological mixing;
L"Coriect lagoon startup procedures;
• Agitation
0 Minimum surface area -to -volume ratio;
VMinimum 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
❑ MWmum recommended operating pressure;
1"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;
Cl 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; k
Ievel;
• Agitation when emptying
❑ Remove settled solids regularly
Manure, slurry or sludge
• Agitation when spreading;
❑ Soil injection orslurry/sludges;
spreader outlets
9 Volatile gas emissions
O 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 48 hrs.;
surfaces
Spread in thin uniform layers for rapid drying;
© Proven biological additives or oxidants ,
Dead animals
• Carcass decomposition
W Proper disposition of carcasses
Dead animal disposal
• Carcass decomposition
❑ Complete covering of carcasses in burial pits;
'Pits _
I7 Proper location/construction of disposal pits
Incinerators
• Incomplete combustion
❑ Secondary stack burners
AMOC - November 11, I996, Page 4

Source Cause BMPs to Minimize. Odor Site Specific Practices
Standing water around • improper drainage; Grade 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 Cenier
'Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Rec4arge - Lagoon Treatment; EBAE 128-88
NCSU - BA E
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatinent and Storage; EBAE 103-83
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sbeet
NCSU - BAE
Controlling Odors from Swine Buildings; PIM -33
NCSU - Swine Extension
Environmental Asst:-,-ance 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 Files; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
so
AMOC - November 11, 1996, Page 5

tl.
Insect Control Checklist for Animal Operations
Source Cause BAWs to Control Insects Site Specific Practices
tters
ms
6r Flush system is designed and operated
sufficiently to remove accumulated solids from
utters 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 water's edge on impoundmcnes perimeter.
Dry Systems
Feeders • Feed Spillage Gr Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer, 15-30 day interval
during winter).
Feed Storage Accumulations of feed residues 01 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).
Q Inspect for and remove or break up accumulated
solids In filter strips around feed storage as
r
needed.
_
w�
��
AMIC - November 11, 1996, Page 1

For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695.7613.
AMIC -November 11, 1996, Page 2
Source Cause
BMPs to Control Insects. Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes
❑
Eliminate low areas that trap moisture along
and feed wastage
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 breast up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes
❑
Remove spillage on a routine basis (e.g., 7 - I0
Systems
day interval during summer, 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
O
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, 27695.7613.
AMIC -November 11, 1996, Page 2

Mortality Management Methods �F7�
(check which method(s) are being implemented) � "� �z i
,g
❑ Burial three feet beneath the surface of the ground within 24 hours after 1114), 1991
knowledge of the death. The burial must be at least 300 feet from any flowili'g}�;P t Vi.µ
stream or public body of water.rr-,
E' Renderinat a rendering plant licensed under G.S. 106-168.7
Sb�S �- cCr; .4-r $ rrev R;;F— LSD Au IN Ar L C,:� LAjee Tt o�I SY -rP-k-K
❑ Complete incineration
Cl 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

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: neSl t - AAF F
Address: Box -r 4
Rose +A;11 A1C_ a Ty58
Telephone: _��a 3g-1 t 11
TABLE 1 - Field Specifications
County:
Date:
• I
EXVEB1T D -I
Fleldi
Number,
,Approximate
Maximum
Useable Size
ofFleld2
(acres)
SoU Type
DECEIVED
-iia -
rt,K�? llilT
y
Maximum
Application
Ratc3
(in/hr)
811
t
AI -GaA
3-
hhy _a AM 10- 40
[I JR
N
a
2 125
AA ;G A
i_
,5
45 1
3
a-03
IvaA
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: neSl t - AAF F
Address: Box -r 4
Rose +A;11 A1C_ a Ty58
Telephone: _��a 3g-1 t 11
TABLE 1 - Field Specifications
County:
Date:
• I
EXVEB1T D -I
Fleldi
Number,
,Approximate
Maximum
Useable Size
ofFleld2
(acres)
SoU Type
Slope
VA)
i Crop(s)
Maximum
Application
Ratc3
(in/hr)
Maximum
Applicatlon k
i
per Irrigation ;
Cyc1c3"
(hlCIMS) COM.Ment3
13.7L
AI -GaA
3-
13er•••"cd5
a
2 125
AA ;G A
3-
,5
45 1
3
a-03
IvaA
3-5.-5
Lf
ort
•
a
ISee attached map. f
Total field acreage minus required buffer ureas. `
3Refer to N. C. Irrigation Guide, Field Office Tecluiical Guide, Section Il G. Annual application must not exceed the agronomic rates for the soil and crop used.
NRCS, NC
TUNE, 1996

,I
EXH BFT D•2
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment:
A
Eye
Field Not Travel Application
and Speed Rate
Hydrant No (ft/min) (inthr)
TRAVEL LANE
Effective Effective
Width (ft) Length (ft)
Wettcd
Diameter
(feet)
Nozzle
Diameter
(inches)
EQUIPMENT SETTINGS
Operating Operating
Pressure Pressure
Gun (psi) Reel (psi)
Arc
Pauerd Comments
a. -r
.75
Lo
4q/
.-75
gy
t
1See attached trap.
2Show separate entries for each hydrant location in each field.
3USe the following abbreviations for various arc patterns: r (full circle), TQ (three quarters), TT
May also use degrees of arc. -
(two thirds), H (half circle), T (one third), Q (one quarter).
NRCS, NC
3UNE, 1996

TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment:
OPERATING PARAMETERS
Field Nol Wetted Hydrant Spacing (ft) Application NouIe Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure 'Time
Line No3 Hydrants (feet) Pipeline Pipelines I (in/hr) inches Gun (psi) Hydrant r Comments
F
Y
ISee attached map.
Show separate entries for each pipeline with hydrants in each field
E)Gi]BIT D-3
NRCS, NC
NNE, 1996

TABLE 4 - irrigation System Specifications
I
TABLE 5 - Thrust Block Specifications
Designer inav provide thrust block details on separate sheet.
THRUST BLOCK
LOCATION AREA (sq. ft.)
900 Bend
Dead End ;t - G
Tee 1, -7
11K-
lSee USDA-NRCS Field Office Technical Guide, Section IV, Practice Code 430 -DD.
EXHIBFF D,
MRCS, NC
NNE, 1996
Traveling
Irrigation Guq
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm)
Aerating Pressure at Pump (psi)
`
Design Precipitation Rate (in/lir)
Hose Lcngtli (feet)
yao r
XXXXXXXX
Type of Speed Compensation
XXXXXXXX
Pump Type (PTO. Engine, Electric)
Pump Power Requirement (hp)
Q
I
TABLE 5 - Thrust Block Specifications
Designer inav provide thrust block details on separate sheet.
THRUST BLOCK
LOCATION AREA (sq. ft.)
900 Bend
Dead End ;t - G
Tee 1, -7
11K-
lSee USDA-NRCS Field Office Technical Guide, Section IV, Practice Code 430 -DD.
EXHIBFF D,
MRCS, NC
NNE, 1996

Name:
Company:
Address:
'Phone:
{ IRRIGATION SYSTEM DESIGNER
C � .
' r-- e- e�
AA FC,
-7 �ia H 1 �1iC
( p �$ y6,5C
i REQUIRED DOCUMENTATION
The following details of design and materials'must accompany all irrigation designs:
1.
2.
3.
4.
5.
6.
7.
8.
9.
I
EXHIBIT D-5
I.
a _3" l�
�/4J97
Ai,e-,
j1rf'ja
vi o
A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block Iocations and buffer areas where applicable.
Assumptions and computations for determining total dynamic head and horsepower requirements.
Computations used to determine all mainline and lateral pipe sizes. t
Sources and/or calculations used for determining application rates.
Computations used to determine the size of thrust blocks and illustrations of all thrust block;configurations required in the system. E
Manufacturer's specifications for the°imgation pump, traveler and sprinkler(s).
Manufacturer's specifications for ljie; rrigation pipe and/or USDA -MRCS standard for Irrigation Water Conveyance, i
N.C. Field Office Technical Guide;" Section IV, Practice Code 430 -DD.
The information required by this form are the minimum requirements. 'It is the responsibility of the designei to consider all relevant factors at a particular site and address them as
appropriate.
Irrigation pipes should not be installed' in lagoon or storage pond embankments without the approval of the designer. }
NOTE: A buffer strip -,O feet wide or wider must be maintained between the limits of tiie irrigation system and all peremiial
streams and surface waters per NC Statutes, if
4j
NRCS, NC
JUNE, 1996

EXHIBIT D-6
Narrative of Irrigation System Operation
Describe the operation of the system in the'space provided below or on a similar sheet most conviriient to the designer/supplier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment.
� PROM
,rya
ME oil W� M
�'
WRM
f�
MRCS, NC
j
JUNE, 1996
W,

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DA r

CONSTRUCTION NOTES
0
Use Class 200 Gasketed � PVC pipe.
Use Schedule 80 Fittings
Install pipe with a minimum cover of 20".
Do not dig trench beyond changes of direction or ends of mainline -- must
have undisturbed earth to support thrust blocks.
Dig a wedge into the trench bank to form the thrust block area.
Refer to the design for thrust block calculations. Use no less than the
minimum required area of concrete.
Install 2" air reliefs (AV150's) where designated by"A.V." on the scaled
drawing(s).
A technical specialist with "I" designation must be notified 2-3 days before
installation so that he/she may schedule inspection visits during installation.

,•ra ^.�., w - .3:,s:e- rr. 'Y i i.,�„�ir". !i #s!''��tK M:ir'�I
3f.�rGi., ..t 'I ..tj'r- :f!¢ ,�ij.�S T�.7,i tea:. ,�•E�if+-�.if .jFiuir .2:.� i!!. .. ). a n. 's�{3..
27A PERFORMANCE GUIDE
` 27A X 820' WATER -REEL PERFORMANCE
INCHES DEPTH OF APPLICATION
TRAVEL SPEED -FEET PER HOUR
NELSON SPRINKLER SYSTM *IRRIGATED
SR100 PERFORMANCE INLET -' AREA
& NOZ: PSI GPM I DIA PSI WIDTH X LNGTH
40
50
75
100
126
160
226
.812"
50
100
230
76
161 x 901
1.3
1.0
0.7
0.6
0.4
0.3
0.2
Ring
60
110
245
t39
172 X 906
1.4
1.1
0.7
0.5
0.4
0.4
0.2
or X'
70
118
260
102
182 X 911
1.4
1.1
0.7
0,5
0.4
0:4
0.2
Taper
80
50
127
115
275
240
115
193 x 916,
1:4
1.1
0.7
0.8
0.6
0.4
0.4
0.2
.857"
81
168 x 904
1.4
1.2
0.6
0.5
0.4
0.3
Ring
"60
125
260
94
182 X 911
1.4
1.2
0.8
'10.6
0.5
0.4
0.3
or !75!"'
70
135
275
108
193 X 916
1.5
1.2
0.8
0,15
0.5
0.4
0.3
Tapers
e0
145
285
122
200 x 920
1.5
1.2
0.8
0.6
0.5
0.4
0.3
.895"
50 .
129
250
85
175 X 908
1.6
1.2
a.8
0.6
0.5
0.4
0.3
Ring
60
141
270
100
189 x 915
1.6
1.3
0.8
0.6
0.5
0.4
0.3
or .8"
70
152
290
114
203 X 922
1.6
1.3
0:8
o.6
0.5
0.4.
0.3
Tapia
60
163
300
129
210 X 925
1:6
1.3
0.9
0.7
0.5
0.4
0.3
.927"
50
150
255
94
179 X 909
1.8
1.4
0.9
0.7
0.6
0.5
0.3
Ring
60
164
275
110
193 x 916
1.8
1.4
1.0
0.7
0.6
0.6
0.3
or .85"
70
177
295
126
207 X 923
1.6
1.4
1.0
0.7
0.6
0.6
0.3
Taper
80
189
305
142
214 X 927
1.9
1.5
1.0
0.7
0.6
-0.5
0.3
167
250
101
182 X 911
1'.9
1.5
1.0
0.8
0.6
0.5
0.3
.965"
50
Ring
60
183
280
119
196 X 918
2.0
1.6
1.0
0.8
0.6
0.5
0.3.
or .85"
70
198
300
136
210 X.- 925
2.0
1.6
1.1
0.8
0.6
0.5
0.4
Taper
80
211
315
153
221 X 930
210 x 925
2.0
1.6
1.1
U.8
0.6
0.5
0.4
1.0"
50
204
300
119
2.0
1.0
1.1
0.8
0,7
0.5.
0.4
Taper
60
224,
316
141
221 x 931
2.1
1.7
1.1
0.9
0.7
0.6
0.4
Bore
HOURS FOR 820 FEET OF TRAVEL:
20.5
16.4
40:9-
8.2
6.6
-6.5
3.6
System Inlet pressure shown above is for Turbine Orlves. Engine Drives will be approx 10 PSI lower.
Area covered may vary depending on wind conditions, field dimensions and use of unspecified sprinklers.
The average area covered per run Is 4 acres.
The'Syalem Inlet Pressure' is the pressure required at IIIc lraveluf Intel. It includes allowances for the Traveler plumbing and
drive, PE tube and sprinkler pressure. Turbine drives will require additional pressure at higher speeds. If does not Include any
proSSdre allowances for field elevallon or mainline pressure loss.
Use the small gearbox pulley at ground speeds above 75 fe>'I per hoar.
MOTE' Spacificalldns are subject to change wllhvul nolice.
504.4407 �

ENGINE DRIVE I LUrve 4111 a I.UI
® Dated 1-3-72
Co..: M.t.m.1 C.I Y.N.N.. H-19213
I.P.R.r: M.t-1.1 C , I . Pot.Na. L-3076
550 MAXIMUM WORKING PRESSURE 247 PS!
500
450
400
350
x
t 6
w 300
x
u
z 250
H
0
ti 200
0
+50
I 'OG
Mach. N. H-!926
M. h- Na L-3077 01.. '5-'/2" BULL
VARIOUS R.P.M. - C7cNa
1.11 S.L. for ,,..n -.,., .1
a.. I.wl OD' F. max,
µ.1 11 M"Cl 50
>p I
)SLI
CAPACITY IN U.S. GALLONS PER MINUTE
C-7045 9a.aaa T-2805 S.00..a.. C-7045 ou.a 5-11O.t. 12-22-71MODEL B 2 Q J Q B L
61211

LISTERAVECO POWER UNIT
WATER-COOLED
January 1, 1996
LPU.WC
MODEL
NET CONTINUOUS HORSEPOWER
LOWEST
FUEL
CONSUMPTION
ENGINE SPEED, RPM
1600
1700
1800
1900
2000
2100
2200
2500
LPW2
9
10
11
11
12
13
13
15
.380 @ 2000
LPW3
14
15
16
17
18
19
20
23
.380 ® 2000
LPW4
18
19
22
23
25
26
27
31
.380 ® 2000
LPWT4
28
31
33
35
36
39
41
43
.400 @ 1800
"80311 , .
.: 34 .,
36
39
40
42
43
44,
48
.362 @ 1800
1. NET CONTINUOUS HORSEPOWER rating includes fan, air cleaner, and muffler,
if equipped.
2. LOWEST FUEL CONSUMPTION is in lb/hp-hr:
Gallons/hour = Actual hp x lb/hp-hr
7.076
3. DERATING:
N.A. engines:
Temperature — 2% per 10°F above 85°F;
Altitude = 3.5% per 1000 FT above 500 FT
Turbocharged engines (LPWT4):
Temperature — .3% per 10°F above 85°F;
Altitude -- 2.5% per 1000 FT above 500 FT
21
c]
•

BIG GLENO PERFORMANCE TABLES
NOZZ I!
105!
P.S.I. I GPM. DIA.
90 31 OF Mo'
:;64001..:.'
710 340 at0'
130 370 a75'
Noz�lc
Nozzle
Ring
actual)
1A OIA
71•
;"Czzle
NIC
0 Ve Nozzle
GPIA D11,
GPM
Dla
G P:A Oil,
:285T,Z(355`
.330
"375'
j
3s0 360'
355
Ps 1.
GPm DIA,
GPM DIA
Gpt.t DIA.
GPM DIA
GPWI. GP m, DIA Gpld DIA
350 10,
405
425'
60 110 265 t43 285 325' 275 330 365' .385 380'
OYO-420:
..... . . . . . . a,
W
V",
80 128 290' 1 5 310, 210 335' 0 355' 315 380 395 45 410
390 430,
Wff;jl�� --t. �jm_ !;1. oj. '7
IM 11 P� , -:�OT 5
450'
100 142 310, 7135 - 330' 235 255, 24' 375' 355 4'.- 421 420. 500 440'
,40
4
52o'
120 157 33D, 204 V 256 375' 320 .395' 385 42:' 545
425 445.
501RAIN. 0 LES
4G5
Ring
7
Pin
Ring
550'
86"
I
755
1.34q
1,471
!-Go,
P.S.I. GPM. DIA,
GP
GPM. DIA
GPM DIA
�,W
1310 110 260,
143
3,35'
330 350.
385 365,
455,
.... . . . ......
.?�'�55 365-
W.)
4 WJ - i
80 128 280'
165 300, 210 320 26 34
315 3130 360,
aa5 395
2.0 js
.136 slit
4 ; (51'
4"
0�,.d�
-- %6
390-.,"
i'405':•?. . .
ISMO
!,?s-
143
100 300'
3120' 235 2K 36
355 3.6." 425 4 N
i
SOO
-Z4 -mb 01
370 410',
2 5
120 157 315'
204 335' 258 360' 320 .380,
385 4L0, 465
435"
Ujiia .OaDD :M
M
NOZZ I!
105!
P.S.I. I GPM. DIA.
90 31 OF Mo'
:;64001..:.'
710 340 at0'
130 370 a75'
Noz�lc
Nozzle
Ring
actual)
1A OIA
71•
Ring
OIA
—`37(y
1,"4*
fling
.":IUM)
OIA .
GPIA D11,
GPM
Dla
G P:A Oil,
:285T,Z(355`
.330
"375'
515'
3s0 360'
355
395'
4t5 410.
555
390'
405'
4€S';
410'
425'
350 10,
405
425'
175 445'
OYO-420:
-,425
V",
460'
390 430,
445
450'
525 470'
,40
755
52o'
440'
425 445.
485
4G5
5c, 5' 485,
9-5— 470'
55 491.
805 515,
855 530
900 550,
91"o !,W,
985 5130,
1075 5!)0
Nwrlu
825 495'
Mo !, I I I
950 535*
1060 575'
1110
60 605,
I/." Mnq
PSI. GPM DIA
Ring
actual)
1A OIA
(156- aclual)
PA
Ring
OIA
—`37(y
i 'I"
I",
J
1( )
fling
.":IUM)
OIA .
I V.,
- 4
—
"?.I DIA.
M
D17
I;I'v
G40
At,I
43s,
445 -•-`,410:.
515'
430,
565
445'
330
IMW� ! - 38,
555
390'
405'
4€S';
410'
425'
515L450'0'.p'
590
470-
f 675
405'
4W
V",
4851
11
�o 3110 .1 ""
'1�5 475'
A45
475
15,60
500
755
52o'
440'
wv)
.P,
4!6'
.hl
755
HIPP
475,
4,011
7
30'
I,. 825
550'
0.
:�12)5
755
u1101
111,6
!-Go,
9-5— 470'
55 491.
805 515,
855 530
900 550,
91"o !,W,
985 5130,
1075 5!)0
Nwrlu
825 495'
Mo !, I I I
950 535*
1060 575'
1110
60 605,
I/." Mnq
PSI. GPM DIA
Ring
actual)
1A OIA
(156- aclual)
PA
Ring
OIA
—`37(y
i 'I"
I",
J
1( )
fling
.":IUM)
OIA .
I V.,
- 4
—
Iling
011.
ZOT
I
.1U
,
IIIA
42o' —
I;I'v
G40
At,I
43s,
50,'P Wt 230 325-,A>
'IM 56� !is,
60 no
70,14 270
:SAO'
355-
330
IMW� ! - 38,
A
390'
405'
4€S';
410'
425'
'dV.
1,40
6W,
45'-'
60 no
90IR au, 10
:170'
380'
11
�o 3110 .1 ""
'1�5 475'
A45
475
4:10,
435'
44(V
455'
440'
wv)
.P,
4!6'
.hl
755
HIPP
475,
4,011
100 V!,
"
:pyry
C,",:
0.
:�12)5
4
41 !
6
470-
11!,
AlV,'
all's
H)
�,W
flo W002'46
4001
Aa,
455,
�il
4 75'
W.)
4 WJ - i
r1i11
510'
1345
11351
2.0 js
.136 slit
4 ; (51'
4"
0�,.d�
-- %6
W,' - .,I
ISMO
!,?s-
, -,1025
1.'
1 650,
I

'Diamond ASTM 0•2241 -
IPS Pressure" -Rated PVC Pipe
Approximate Coupler Dimensions
i
i
0-2241
_:_... A
SOR.32.5
SDA.�r
O.D.
_._C .
- -Size-
-Gasket Race
Socket Depth
' 2
3.166
4.500
M _2-Jz
-.719-6.000-
719
6.000-3
3
}4:434
4 11''
s Ir
.5.603
.063
6
8.252
6.250
8
10.420
6.500
.056
_.___..72.762
7.500
12
1 x7952
-- -'7.-500-
7.500=
D•2241 Pipe Dimensions
Minimum Wall Thickness=
_,-------p-Tr65_ 5OA.13,5_50R4L_.SOR.26_
A
SOR.32.5
SDA.�r
S„e O.D Sen.40 315 PSI
200 P5+
160 PSI
125 PSI
too Psi •
v, .840..109 .062
4 t/2
3 118
3"
4 ..
'G " 1.050.113
.060
4
4 11''
s Ir
1 1.315 .133
.063
5
6
7 13116
1 v. " 1:660-140- - .-.--...079
5 1/?
.064
.056
_ 10"
1:900 .145
.090
.073
.058.
- 6 : - -
2 2.375 .154.
.113
.091
.073
2v," 2.875 .203
137
.110
.088
--"-3:500-216-----•.---167---..t
-
35--_108.
-214
4 4.500 .237
- .173
A 313 -`.t
10- - -
5 5.563 .258
.265
.214
.171
136
6 6.625 .280
316
.255
.204
162
8 8.625 _322
.410
.332
265
.210
10 " 10.750 .365
51 t
.41T_.33'1__
`262
12 " 12.750 .406
.606
•490
.392
.311
" imond".1PS, Pressure -Rated PVC Pipe
coupler
_ r.,eets the require'menls�of.ASTM D-3139.
"-
'Inquire for availability
I
----Diamond
_ _ « Gasket Specifications
Gasket=conflguratiori locks:gasket n.,plat a d _-
- prevents fishmouthing. -- .
2. Chevron seal for added pressure seating. ca-
pacity.
3..Compression seal --provides a seal under
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
_ ---IPS-----Pressure-Rated-. PVC Ripe __.._ .
Rieber Gasketed Joint Dimensions
STOP ,V-' 13 - -
kS/FK
7 f "(MAN 0. 01
0.0
Pipe
A
B
D '
Size
Insert
Suck,:t
Diameter
'
3
4 t/2
3 118
3"
4 ..
5 114
4 7116
4
4 11''
s Ir
5 II_
6-
5
6
7 13116
8-
5 1/?
6 7/8
10 1/8
_ 10"
5 314
7 1C
t_' It"
12-'
- 6 : - -
8_174-
14 1 1/16
Short Fornl
�Spccification for- Diamond
PVC Irrigation Pipe
ASTM-D2241-SDR41,32.5,26,or2I
Diamond PVC Irrigation Pipe shall be)nade of
compounds conforming io ASTM D1784 with a
cell classification of 12454B. Diamond PVC
._Irrigation ,Pipe must meet all the dimensional,
chwiical, and physical requirements as outlined
in ASTM D2241, -Annex, ANSI/ASAI; S376.1,
and SCS 430 -DD, and will be supplied in 20 font
laying. lengths.

. _ ._� ._-. _ .- _ .- .. •- �--.---SPEC(FICATF4NS-^DATA-
Diamond IPS pressure•ialed PVC pipe (2
PROPERTIES OF PVC 12454-6 (1120)
rhrouch 12") is made 01 compounds ConfOrm,ng
Property
ASTM Mininrurn
to niater+at requirenient5 of ASTM D224! i:t
Test
accoroance._with_ASTM D1784.._Tf?e_pipe sizes_Specific,Gfa�-ily-
_. _ f� 792 1 AU
(4" through 12") are made with an integral
Tensile Strength, psi
D 638 7.000
bell which utilizes a gasket for sealing in
Tensile Modulus. psi
D 638 400000
accordance with the _requirements of- ASTM
IZOD,Irnpact Strength.
D 256 65
F477.. integral sockets for solvent cementing
meet the requirements • set forth in ASTM
!1 . Ib /in
_ _ ..
D2672
—Diamond -JPS pressure--fated—PVC pipe meets all
the dimensional, chernical and physical
AST M
1 EST
requirements as outliner in ASTM 02241
:.i C,: j Sulu, ic AC�Ci.
— Eachinafe .end shall- Ge- beveled to
f'a}'s Flo:alion
lo+ninq and reference marked for
or -- 2` C
proper depth of insertion Lramond lurrliShe.:
Change :n
lubricant is to be used it the joining process
Change in -Fier
(
- St n1 Oil No 3 30
-Diamond 1PS. pressure=fared-pipe-rs supplied rr..
20-f6ot: le�?gths
r.Ari i It i it im

FRICTION LOSS. CHARTS
FOR DIAMOND PIPE
1 IPS DIMENSION
0. 4 -Inch 5 -Inch 6 -Inch 8 -Inch 10 -Inch 12 -Inch
Gallons
Per Min.
FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
150
1.11
170
180
1.57
190
1.73
200-
1.90-
.90-220
220
2.28 .81
.34
.09
240
2.67 .95
.40
.10
260
3.10 1.10
.46
.12
280
3.56 1.26
.54
.14
300
4.04 1.43
.61
.17
320
4:56- 1.62 -
.69
.19-
-
340
5.10 1.82
.77
.21
360
5.67 2.02
.86
.24
l 380
6.26 2.22
.95
.26
400
6.90 2.45
1.04
.28
.10
420
2.69
1.14
.31
-.10
440
2.92
1.25
.34
.11
-460. .._.
O
_---- , • ..-3.18 - -
--1.35 37_. -
--- .-12
480
3.44.
1.46
.41
.14'
500
3.70
1.58
.43
.15
.060
550
1.89
.52
.18
.083
600
2.22
.61
.21
.096
650
2.58
.71
.24
.110
700
2.96
.81
.28
'.125
750
3.36
.93
'.32
.141
800
3.78
1.04
.36
.158
850
4.24
1.17
.40
.175
900
Table based on Hazen -Williams
4.71
1.30
.44
.194
950
equation-Cw = 150 --
5.21- - .
1.44
.49
.213 -
1000
5.73
1.58
.54
.233
_
11 To. find --friction head loss-ira-,__.
_
1050
PVC pipe having a standard
1.73
.59
.254
1100
dimension ratio other than 21,
1.86
.65
.276
1150
the values in the table should
2.05
.70
.298
1200
be--m-ulliplied by , the
2.21
:76-.
.322
1250
appropriate conversion factor
2.39
• .82
.346 .
1300
(F) shown below:
2.57
".88
.371
1350
2.76
.95
397
2.95 -----1-..01--.423-.
- _- --
1450
SDR PR F
3.16
1.8
.451
1500
21 200 PSI 1.00
3.35
1.15
.508
1600
26 160 PSI .91
1.30
.568
1700
32.5 125 PSI .84
1.45
.632
. 1800
41 100 PSI .785
1.62
.698
1900
51 80 PSI .75
1.79
.767
2000
64 63 PSI .71
1.97
.840
Loss below bold
line indicates velocities in excess of
5 feel per second.
Velocities which
exceed 5 feel per second are not recommended.

INSTALLATION' ::' ~�
1 Table 4. ue-SCRIPTION 01' t:"nI I.0W:NY AIAT":R(AL CLASS0fIl,'e1l(IN.S
w SUIL SOIL u1;XC¢fPYlfly l,l'
Diamond Agricultural PVC Pipe should be assembled and Ct.A4c TYrl: 4tAYI:RIAL CLASXIVICATII/♦
installed with uniform and continuous support from a firm C1...I5"ih• nl.nd,rYtd.n,"1",,r,,,,,I",n,,,ri,l•,14al,ni«M„«,,,r,,,.,1,i11. I.
base in accordance with the installationP rocedures provided ad:^,.n.ni.l."'•'^,"'«'''=nir .n"'«h"""`"""'" ""`•`""""
«d. rn.hcd .Iq. r:rrar.. « rn,rhre ,hrlh.
in ASTM D2321, and the Installation Guide for PVC Wafer "
CIu. II SaIr•• tw Wfll-V.ara ,n•e6 .,,a ,.wA 1.m mi.twu, Luk ul n. Lor. 41rt w .... ...f
Pipe (a "pocket-sized" edition is available from your rn",e (Iul an rar i,.cd en Nn 4ut.a M«. dun 94R.ra 4.A N.. Mhl ,Ly
[k.n.
representative or from Diamond Plastics Corporation.) d �.l,S..are,rr..1. r•rl•..;�i.,..;•I.Ik,...,r,n, ur.,"„..r,,,
r hrr«nt rruinsd Iw. N.. t r.r r. MI"r N.n 044 rn,.,.J •+. N.. ;rlr ... rr
, CI Win,
Embedment materials are to be in accordance with soil IW Wr1r-w.,,„,,",I,,.r,,,,,,d,,I:,Ir«w,1,r M..rrh,n�',,,f—III
classifications-listed under..Uni.fied Soil Classification I”"'s
System, ASTM D240,and ASTM D2488. 9h ,,:.> :,,A .4...Lh.11l lkr..,�,„ ,. "M ^, �,.f.,,,r.;
'I,.nu.n pour N...4 lirvr. M."r N.n 94{ mlr.n.W •k h„ YII .,: vr. ('I: N,
(tr,r 111 S"r1,••' Cil S.Iry ir.•rh. i•••[I.. rW ..h nl..rnrl. KK•r" n..+r .J ..,,r« 1r.. I..n �, .....•J .M
Te assemble; clean mating surfaces of the bell, spigot, and Nn..arr.III—ii,n+r<rr,ril 4_t4..:L
gasket. Apply gasket lubricant (furnished by Diamond ( M" ';'',• ;Ih��M�,v ',. H : r ::..1..
Plastics Corporation) to the entire Spigot end up to the 5„ �, ,.,;,, m,awr, ,,,"„1 "V 4,..,.. h r.. ,....,. h,. ...:..
reference mark. Also, apply lubricant to the contact surface
Of [lie gasket.
$C Clrrrl .udr. rW rt.l n....w:., ut" il
m.n �Ir< .J ,,..n. ....... ...... . .. .
rr•r. 1.1«r rh.n >tri .rI.�A.+l ... NA, Htl .r.r
Cb.• IY Sud, hll. In,. „nir dl V, .rry L« ,.nJ•, rt O.v .Jy. ; b. _ ....a..• I „ ..I r.,na
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe. w1I,I:r... srra""41rt r r• ... N.. _,. .,
If nordial force does not complete the point, disassemble the Y•s".I. IL Ih,. .r hl"dr 1.n.r ul., . 1-,, of 14•1u, .,. 1 4"-4 IL
joint and eaatnine the parts to make ce,�ian they are free of
Of 0,mie d.p nl m d;i .. h¢h 14,1110, I.wu•J 1 ,..,I: 0'..:rr:
obstructions. Visually inspect the completed joint to insure ,nrt,t r.,.. N..)anr:r.r
®
the gasket has not been dislodged. ' __.PI I h11. Tr.r4 Yd «lilt hilhl, n,Nrt V.JI, •^
,$,411 .rr..I rkfiWd in ASTM U 7411, t.rr,n I..r (f, r. 1 n.,lrl..! rhr1. i1 d: r.n•,I .n ♦11 hl 11 : r: 1
In w,rtrd",.•r -kh ASTM U )111, kr! ih.n 5{•Ivlf N.i. ;IYI I;— " - — - -
•" •In,.r4.K •'iih ASTM U 7.I1.-.nil. •nh 5, 1., 1){ , .P•nF V„ !I.. ,., f.'I ... I--W,.1....
III
aiC u.« rh.I i1 a."r rhr.mni.k 111 On' 11 rh.n „f Cl­ III ,
Table 5.
APPROXIMATE'(;UIDE FOR ESTIAfATED RANGE OF DEGREE
OF CO,\1PACTIQN VERSUS EMBEDMENT CLASS ANP NIET140D The haunching area Is most Iniporiam to Ilse Suppori of
Or PLACrhJE\7 AS PERCENT OF STA,-'DARD PROCTOR
DENSITY OR RELATIVE DENSITY' PVC pipe. For good support, [lie huunching•area should be
FOR (;RANULAR MATERIALS IN PARENTIlliSIS" compacted to the densities given In the Long Term
CLASS OF EMBEDMENT 1 11 In IV Deflection Chart.
Manuf.clulcd- .
hIATLRIAL VESCRIPT104 - -- G %dx S.:4"Gnal M;.cd Clruin rim C41in ,
kI1J%q ll Soil, . chin 50!11 Soils - -
t'19Ufe 2
pp,imtrn «I"ua[ Comm nnje - ---- 9 1., 91g 6.30
hmu 4 of dr, .ri1h1 — 5
- i
r
nr,., lin "1.1• e�• 5/
$ae Cr,Itwed41ton 1.lcthoJ hocrrr lw Rr4;.+vl 0.naup Rytr[ ---------
L1 ...
Contp,c. 6, po.[I nmper 9$.100 SS 1(:-,,
95100 90.100 L '
rr.>rnrra'r {7b 10.11 ,Y11(;__-
W-1, Ill purubk 095 Q74' 6095 75.90
1+1 IN," iaA 095 rU cS �'-- — •�— _ \ -i
Ifa751 [W ti:o f j�
1
NyW trop W IiL• f10 N) 60175 '!21
•__-'-_ FYI rill_.._ - _.._ _._ �/ 'r 11 ,....� .. ...
_ IN.,p 6U IW frl Ei UI IRI
(•6 fQl IYl rut rr �.• •''� :-:�• !
' Frl,u.r rh m..a .; .ard In lrrtwlhc.r.
•• 1hn Wlt , . 4, f ,,flrra.rfl,11[ F".d.• rF lu..l.r ,, .,,. I'r. .....0 .. ,,u.. , ntrJ t"laugh r4 .. ...
ntr,r.,k ar r.•1 r rrryrhdrgn m dJkrn+r loan ,J as U. I,,:r .. ..., ,,,h.l ... p..,..d,• f,unlAtn r mn .,
' .rl,"....n .•h.i lfr dcl:ln .,.[. Nru,I rF-t.,...,tr: J_.."I r. .4 ..-�. dl., 11.:.y!...[r.
' 4µft , t,.'. .1. .wwJutt crntrtne.
7

be fabricated in almost any configuration. Some epoxy coated fittings
Include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling. In --line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete., Manufacturers recommended thrust blocks at any
change ~in directifln- greater -than --loo: F-i-gure—l-,g-i-ves. an example o _
different arrangements for thrust blocks.
J
Figure 1. Example of different arrangements for thrust blocks.
-5-

9,,_-Eigure 2. Anchorage blocks for in-line valves.'
Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends,. tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W 'at End P1 u gs
Thrust in lbs. for test pressure in osi
Pipe Diameter 100 PSI
inches
1z 295
150 PSI
206 PSI
_-
250 PSI
740
440
590
2- 455
680
910
1140
211� 660
990
1320
1650
3 985
1480
1970
2460
_ 4 1820
2720
3630
4540
.6 3740
5600 '
7460
9350
8 64'90`
9740
13,000
16,200
10 10,650
16,000
21,300
26,600
-12--_ _- --15.,.150. _.
-__22 , 7Q0 _
30,200 µ---51:,400
37,800
14 20,600
30,800'
-4.1,100
—
16, 26,600
. 39,800
53,100
66,400

Table 2,- Factors .for CalculatingThrust W for
Elbows "'and' Tees.
El bows: ' 900
= 1,. 41.r-
600
- - 1.00
: •' ' 45.
_ 0.76,'
300
._ . 0.'52
o
:22;5-
- t 0:39
Tees = 0'.70 ,�-
r
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load. '
Soil
Mulch, peat and similar
Soft Clay
Sa nd
Sand and gravel
7L .-_-_�— - : -- - - ---- Sand- and=gravel=cemented-:
with clay
1 b/ft2
0
1000 0 L v�
2000 ,-
3000
_ - 4000
(lard shale 110,000
Thrust bock area (frt2) _ 14 -_ Thrust (Table 1 & Table 2)
•.µYk„h::, SoilBaring strength (Table 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being 'used to ensure that the correct size thrust blocks are
belpg,'used.
There are a number of machines.that-`can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches, backhoes., or vibrati.ng plows
will be used for trench preparation. The vibra6 iag plow can only be
used for solvent. weld PVC pipe and generally is limited to the smaller
--diameter. of pipe. Under most conditions the chain- trencher or wheel
-trencher-wil=l=be=faster tFa-n-the=backhoe.:---Where-wi_d.ert_r-enches-.for_.
pipe are required, the backhoe will be most satisfactory. I' soil -�
conditions permit, long stretches of open trench will expedite pipe
installation. However., if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

1
0
01
.HYDRAULIC REPORT FOR
u
PINEVIEW NURSERY #1
PUMP STATION ANALYSIS
J. NEAL TUCKER, P.E.
MAY 6, 1997
s
14985 _

.0
Date: 05-06-1.997
File: PINEVW-1..SAN

LIFT STATION OUTPUT SUMMARY (Lina 1 )
FORCE -MAIN
PUMP DATA
F.M. LENGTH (ft)
= 600
1st PUMP ID
= 4WHV-65IMP
F.M. bIAMETER (in)
= 6.064001
PUMP ON ELEV
= 100.5
HAZEN-WILLIAMS C
= 1.40
PUMP OFF ELEV
= 98.5
OUTFALL INVERT ELEV
= 1.04
No FITTINGS
= 0
EXIT LOSS COEFF
= .75
LOSS COEFF
= 0
OUTFALLS INTO LINE #
Outfall
NATURAL GROUND ELEV
= 103
2nd PUMP ID
= 4WHV-65IMP
PUMP ON ELEV
= 101
DISCHARGE PIPING
PUMP OFF ELEV
= 98.5
No FITTINGS
= 0
DIAMETER (in)
= 4.026
LOSS COEFF
= 0
AVE PIPE LENGTH (ft)
= 60
HAZEN WILLIAMS C
= 140
3rd PUMP ID
=
WET WELL AREA (sf)
= 20
PUMP ON ELEV
= 0
PUMP OFF ELEV
= 0
No FITTINGS
= 0
LOSS COEFF
= 0
PUMP FILE
4WHV-65IMP
4WHV-65IMP
Q (gpm) HD (ft)
Q (gpm) HD
(ft)
Q (gpm)
HD (ft)
40.00 36.75
40.00
36.75
0.00
0.00
100.00 32.50
100.00
32.50
0.00
0.00
125.00 31.75
125.00
31.75
0.00
0.00
175.00 29.00
175.00
29.00
0.00
0.00
225.00 27.25
225.00
27.25
0.00
0.00
275.00 25.00
275.00
25.00
0.00
0.00
325.00 23.00
325.00
23.00
0.00
0.00
375.00 21.50
375.00
21.50
0.00
0.00
425.00 18.50
425.00
18.50
0.00
0.00
490.00 14.00
490.00
1.4.00
0.00
0.00

LIFT STATION OUTPUT SUMMARY (Cont'd)
STATION OPERATING POINTS (Feet above respective Pump On elev)
1st ON 1st & 2nd ON lst, 2nd & 3rd ON
Q (gpm)
432
633
0
(cfs)
1.0
1.4
0.0
HD (ft)
12.22
20.08
0.00
V DP (ft/s)
10.9
8.0 / 8.0
0.0 / 0.0 / 0.0
V FM (ft/s)
4.8
7.0
0.0
INDIVIDUAL PUMP
OPERATING
POINTS (Total dynamic head)
PUMP ID
1st ON
1st & 2nd ON lst, 2nd
& 3rd
ON
` 4WHV-65IMP
432 gpm
316 gpm
0
gpm
1.8.0 ft
23.3 ft
0.0
ft
4WHV-65IMP
316 gpm
0
gpm
------
23.3 ft
0.0
ft..
0
gpm
------
------
0.0
ft

LIFX STATION OUTPUT SUMMARY (Cont'd)
MODIFIED PUMP CURVES (Reflects Losses from pump to station header)
1st
2nd
ON
3rd
& 3rd ON
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
40.00
36.68
40.00
36.68
0.00
0.00
100.00
32.1.1
100.00
32.11
0.00
0.00
125.00
31.17
125.00
31.17
0.00
0.00
175.00
27.91.
175.00
27.91
0.00
0.00
225.00
25.52
225.00
25.52
0.00
0.00
275.00
22.49
275.00
22.49
0.00
0.00
325.00
19.59
325.00
19.59
0.00
0.00
375.00
17.05
375.00
17.05
0.00
0.00
425.00
12.69
425.00
12.89
0.00
0.00
490.00
6.70
490.00'
6.70
0.00
0.00
COMBINED MODIFIED PUMP CURVES
1st ON
1st & 2nd
ON
1st, 2nd
& 3rd ON
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
40.00
36.68
80.00
36.68
0.00
36.68
100.00
32.11
200.00
32.11
0.00
32.11
125.00
31.17
250.00
31.17
0.00
31.17
175.00
27.91
350.00
27.91
0.00
27.91
225.00
25.52
450.00
25.52
0.00
25.52
275.00
22.49
550.00
22.49
0.00
22.49
325.00
19.59
650.00
19.59
0.00
19.59
375.00
17.05
750.00
17.05
0.00
17.05
425.00
12.89
850.00
12.89
0.00
12.89
490.00
6.70
0.00
6.70
0.00
6.70
SYSTEM CURVES (Feet
above respective Pump On
elev)
1st ON
1st & 2nd
ON
1st, 2nd
& 3rd ON
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
0.00
4.01
0.00
3.51
0.00
0.00
94.44
4.49
94.44
3.99
0.00
0.00
188.89
5.76
188.89
5.26
0.00
0.00
283..33
7.72
283.33
7.22
0.00
0.00
377,.78
10.35
377.78
9.85
0.00
0.00
472.22
13.60
472.22
13.10
.0.00
0.00
566.67
17.46
566.67
16.96
0.00
0.00
661.11
21.91
661.11
21.41
0.00
0.00
755.56
26.94
755.56
26.44
0.00
0.00
850.00
32.55
850.00
32.05
0.00
0.00
* Static head based on free outfall, force main flowing full.

V..
Producer: R *-,e v; c t_� �4`'r VN -N 5
Location: 3TR 1001 ', 3 C Q.
Telephone: 9 to a'ia a- + � 1
Type Operation: w ea, - q ee d e -t -
Number of Animals: -rt-j CO
(Design Capacity) .
The waste fromyour animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each applicatioa 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 &xtffiwr..value_of the. waste and to ensure, that. it is .applied in an_. _ .
environmentally safe manner. Always apply waste based 'on the needs of the crop to be
x
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste maybe applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoffto surface waters which is not
allowed under -DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. 'To maximize the value of nutrients for crop production -
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
- _ report -from your -waste -management -facility, .. Attached -yowl -find information -on - .
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2RO2°17 adopted by the Environmental Management Commission.

Am--ou-n—t-o-f Baste Produced Per Year allons t3 tons etc. .
e6_ 4 Co animals X,` 4amt.) wastelani mal/year = 3 5A$ (amt.) wastelyear.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
14CO auimaI ' X .`albs. PAN/animaVyear = yd3'.lbs. PAN/year. (PAN from N. C. Tech.
Guide Std 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Ibs. N Acres Lbs. N Month of
# ' .No" - Tyne'_.. ' Per Ac:'*-- . UAnnliaation
Total L 13-53 10
* This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted fon N must be based on realisticyield
NOTE. The applicator is cautioned that P and If maybe over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Managenent Ad will require farmers in
some eastern counties of North Carolina to have a nuhient management plan that addresses
allnutrients. This plan only addresses Nitrogen.
2

C
Table 2: ACRES VaM AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land ism Rewired Specification 2])
Tract Field Soil. Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table].
Totals from above Tables
Acres Lbs. N
Utfiized
Table I
Table 2
"-
Total-
Amount
otalAmount o£N
Surplus o
13• g3
efic
SdLJ
13 :5 3
Li To y
Produced
Li O 3
7
NO TE.- 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. ,
3

A e
a l a » s + an 43
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.)
i
GQ A
N R
5
A a
3�rMu
u5
-[
TM TA= IS NOT IAEA IF WAST$ IS NOT BEING AM.UMBY IRRIGATION, HOWEVER A SIMIIAR TABLE WILL
BE NEEDED FOR DRY In7m oR SLURRY.
Your, facility -is -designed forLLO days of temporary storage and the temporary storage
must be removed on.ihe average of once every MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation 445'ec { sk—C-F
Call the local Natural Resources Con&ervation Service (formerly Soil Cbnservhtion
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acme to apply and the proper
application rate prior to applying the waste.
4

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 Illegal
discharges are subject to the assessment of civil penalties of $10,000 per day by the
Division of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land on which to properly apply the waste.
If the producer does not own adequate land to properly dispose of waste, he shall
provide MRCS with a copy of a written agreement (sample enclosed) with a landowner
who is within a reasonable proximity, allowing him/her the use of the land for waste
application for the life expectancy of the production facility. It is the responsibility of
the owner of the facility to secure an update of the Waste Utilization Pian 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 Nitrogm needs for realistic
crop yiold_s.based on soil type, available moisture, historical data, climate conditions,._. _
and level of management, unless there are regulations that restrict the rate of
application for other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS)
or an Alternative Conservation System (ACS). If an ACS is used the soil loss shallbe
no greater than 10 tons per acre per year and appropriate filter strips will be used
where runoff leaves. the field These filter strips will be in addition to "Buffers"
required by DEM, [See FOTG Standard 393 - Filter Strips and Standard 390
(Interim) -. Riparian Forest Buffers.]
5. Odors can be reduced by iajectiag.the waste or disking after waste application. Waste
should not be applied when the wind is. blowing.
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
Q iuiag_a_.season.prone_to-flooding. (See "Weather.and-Climate_mNorth_.____--_...
Carolina" in the Technical Reference - Environment file for guidance.)

REQUIRED SPECIFICATIONS
(continued)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No p oadmg should occur in order to
control conditions conducive to odor or flies and provide uniformity of application..
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that no
more than 20 to 25 percent of the leaf area is covered
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these sods should
be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop
on bare soil.
11. Animal waste shall not be applied closer than 25 feet to surface water. This distance
may be reduced for waters that are not perennial provided adequate vegetative filter
strips are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
ight-ofways.
15. Animal waste shall not be discharged into surface waters, drainageways or wetlands by
a discharge or by over -spraying.. Animal waste may be applied to prior converted
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal_ waste should not be applied on grassed waterways that discharge w
directly into water courses, and only then at agronomic rates provided the application
causes no runoff or drift from the site.

REQUIRED SPECIFICATIONS
(continued)
16. Domestic and industrial waste'from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system..
17. Lagoons and other uncovered waste containment structures must maintain a maximum
operating level to provide adequate storage for a 25 -year, 24-hour storm, event in
addition to the one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe rums, etc.). If needed, special vegetation shallbe
provided for these areas and shall be fenced, as necessary, to -protect the vegetation.
Vegetation such as trees, shrubs,. and other woody species, etc. are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible.
Lagoon berms and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
19. If animal production at the facility is .to be suspended or terminated, the. owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion
20. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should
be kept on site.
7

1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: P nr -*,r AAF it _ ` County:
Address: fb 20-A -t
osc ; 11 1 dc- aTfsg bate: � —9-7
Telephone: 4 CO
TABLE 1 - Field Specifications
Fleldl
Number .
Approximate
Madmum
Useable Slxa
ofFleld2
(acres) Sol! Typo
Slope
(V-)
Maximum
Application
Rate3
crop(z) Omar)
Mazlrnum
AppuealloW
per irri=allon =
cyelo3,
111ehes) Conunints
i
7t4A -QA
z --r,
Vef••nv 4 .'5
.S f
a
oA-Goa
3-5
B,,,,, -Acs
�5
1 3
x .03 o A
3-5
4V
ILf J
I-10 1J. A
3-5
$GrMv d a
, 5
r $-
-5
An
j
3
iSee attached map. ' I
ZTotal field acreage minus required buffer areas.
3Rerer to N. C. Irrigation Guide, Field Mee Technical Guide, Section I1 G. Annual application must not exceed the agronomic rates ror the soil and crop used.
NRCS, NC
NNE: 1996

r
E)G TMT D-2
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment: �1 A E �
air
Flsld Not
and
Hydrant Not
Traval
Speed
(Nmin)
Application
Rate
('Whr)
TRAVEL LANE
Eitcalve Effmivc
Width (n) Len (h)
Wetted
Diameter
(feat)
EQUIPMENT SETTINOS
North operating Operating
Diameter Pressure Pressure Arc
(inches) @ Gun (psi) @ Rccl (psi) Patten,3
Comments
t
C)
ISa `ir
rJ.(,,o
.-75 Lo. y. ;
0)
16 by f
ata(b7
T
3
a.�9
)
I 6
9 T
9
-,).-79
►
110 H(ol
-7 0 9y
9.-7�
I fo 71
C1 iQ
1 See attached map.
-2Show separate entries for each hydrant location in each field.
3Use the following abbreviations for various arc patterns: F (full•circle), TQ (three quarters), TT (two thirds), ii (half circle), T (one third), Q (one quarter).
May also use degrees of arc.
MRCS, NC
NNE, 1996

9
EXKMTT 13-3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment:
I
Field Nol
and
Line Not
Number of
Hydrants
Wetted
Diameter
(feet)
Hydrant Spacing (ft)
Along Between
Pipeline Pi eiines
Application
state
(In/hr)
OPERATING PARAMETERS
Nozzle Operating Operating
Diameter Pressure 'Time
(inches Gun sl) Hydrant r
Comments
f
ISee attached map.
2Show separate entries for each pipeline with hydrants in each field.
MRCS, NC
JUNE, 1996

TABLE 4 - Irrigation System Specifications
TABLE 5 - Thrust Block Specificationst
Deslener may nrovlde thrust Mock details on scnarate sheet.
LOCATION
Traveling
Irrl atlon Guri
Solid Set
Irr1 atlon
Flow Rate of Sprinkler (gpm)
fa rJ
'-;t . G
perating Pressure at Pump (psi)
i
bw t3G..
Design Precipitation Rate (ln/hr)
Hose Length (feet)
'Yx))
XXXXXXXX
Type of Speed Compensation
XXXXXXXX
Pump Type (PTO, Engine, Electric)
�e
Pump Power Requirement (lip)
TABLE 5 - Thrust Block Specificationst
Deslener may nrovlde thrust Mock details on scnarate sheet.
LOCATION
THRUST BLOCK
-AREA (sq. ft.
900 Bend
Dead End
'-;t . G
Tee
},
bw t3G..
).07S
'See USDA -MRCS Mild Met Teelmical Guide, Section IV, Practice Code 430 -DD.
EXHIBIT D-4
NRCS, NC
JUNE, 1996

IRRIGATION, SYSTEM DESIGNER
Name: r w t or -,5 ee�k '
Company: k—j F 'rV%I 1 fgrrri
Address: PO c K 7 q j105e. H� �. .
Phone: is �gy a UC yJr�G
REQUIRED DOggMENTATION
G L p
=t rr D-5
97
9(0 SSM
is
The following details of design and materials`must accompany all irrigation designs: ;
1. 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 siie of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for thc�irrigation pump, traveler and spiinkler(s). ;
7. Manufacturer's specifications for the iirigation pipe and/or tjSDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide,13ection IV,.Practice Code 430 -DD. '
S. The information required by this Conic are the minimum requirements. It is the responsibility of the designei 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.
NOTE: A buffer strip S feet wide'or wider must be maintainod between the limits of the irrigation system and all perennial i
streams and surface waters per NC Statutes.
NRCS, NC
NNE. 1996
fa

EXXH3BiT 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 designer/supplier.
Include procedures such as start-up, shut -dol winterization and regular maintenance of all equipment.
MRCS, NC
NNE, 1996
WL
all
1
.111111 191291
-��
owl Mirm-04MOMMY
W. W1 511=1
MRCS, NC
NNE, 1996

I

T4
29.5 Ac 4j.
All 151 CAT-roiV
'!3
,53 A ec s

�a� �. l; ►-.�; S�h�,�, a fir; c. -
�� (0" CUS,s act RUC.
o.�t�Cn1ir
�11 Air ✓e. .. �'� 90' GI6
i
ked--le fD 5k.0- to(=.
rra SM rS a r + aG C�h. sfi Bi.-k--
+5 ! �lic
, PCak�
d
We
M ATBlack_
I
J i
" -7 /

ff
Ss�
r l SCI1
►'1 �s' �
FT
•C Obbt wOJ
77 'f 1 )
69 L
d LL.
y •�
OJOI
\,Ao1 b !1�1 jc� � 1 p(. J'40 `OPQ�
a �Jb-y�A rLs ti 0O ,o� yfl Nona
osisJ 5 .%.1'2\01
.a ►y } a r�on a �sa �} ° Af

0091
...........
! s_ \ l I {Q
'11 J i

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r'•

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bv'sat�aj i�7�•� �.ee+ ��� w�...:..ry�te�' ��
OOC airwl) „I

CONSTRUCTION NOTES
Use Class 200 Gasketdd PVC pipe.
Use Schedule 80 Fittings
Install pipe with a minimum cover of 20".
Do not dig trench beyond changes of direction or ends of mainline -- must
have undisturbed earth to support thrust blocks.
Dig a wedge into the trench bank to form the thrust block area.
il- 61Ock ar[q
Refer to the design for thrust block calculations. Use no less than the
minimum required area of concrete.
Install 2" air_reliefs (AV150's) where designated by "AN." on the scaled
�:= drawingtsl.
A technical specialist with "I" designation must be notified 2-3 days before
installation so that he/she may schedule inspection visits during installation.
V,

FS;"tw��t.'Y'-`.'`=t: �.:.'_T•-.'i.l� �'G`3't' `5.-r..'•i: .':.c.�� 2.. �i,a ..,y... �1:� .„�:c,iT�� �•`F,r,�S� ti.• +;�'�'r:�?r. �'.,�I�,r.. ���,�.:.;�.•:;.:
n%�T.rs�i^- 'C. "%•: L ,.;- ';'�Wif w,•s1e'.l'�.:r 4-3.. :r.'..
1 27A PERFORMANCE GUIDE-
U
27A X 820' WATER -REEL PERFORMANCE
INCHES DEPTH OF APPLICATION
TRAVEL SPEED - FEET PER HOUR
NELSON SPRINKLER SYSTM 'IRRIGATED
SR100 PERFORMANCE INLET ' _' ' AREA
dr NOZ: PSI GPM DIA PSI WIDTH X LNGTH
40
50
• 75
100
126
150
226
.812"
50
100
230
76
161 K 901
1.3
1.0
0.7
0.5
0.4
0.3
0.2
Ring
60
110
245
89
172 X 906
1.4
1.1
0.7
0.5
0.4
0.4
0.2
or .7"
70
118
260
102
182 X 911
1.4
1.1
0.7
0,5
0.4
0.4.
0.2
Taper
80•
127
275
116
193 x 816
1,4
1.1
0.7
0.6
0.4
0.4
0.2
.657"
50
115
240
81
168 X 904
1.4
1.2
0.8
0.6
0.5
0.4
0.3
Ring
60 '
125
260
04
182 X 911
1.4
1.2
0.8
0.6
0.6
0.4
D.3
or 17V'
70
135
275
108
193 X 916
1.5
1.2
0.8
0.5
0.5
0.4
0.3
--Taper`
80
145
285
122
200 X 920
1.5
-1.2
0.8
0.6
0.5
0.4
0.3
.595"
1.6
1.2
0.8
0.6
0.5
0.4
0.3
50 .
129
250
85
175 X 908
Ring
60
141
270
100
189 X 915
1.6
1.3
0.8
0.6
0.5
0.4
0.3
of X
70
152
290
114
203 X 922
1.6
1.3
0.8
0.6
0.5
0:4•
0,3
Taper
SO
163
300
129
210 X 925
1:6
1.3
0.9
0.7
0.5
0.4
0.3
.927"
50
150
255
94
179 X 909
1.8
1.4
0.9
0.7
0.6
0.6
0.3
Ring
50
164
275
110
193 X 916
1.8
1.4
1.0
0.7
0.6
0.6
0.3
at .85"
70
177
295
126
207 X 923
1.8
1.4
1.0
0.7
0.6
0.6
0.3
Taper
80
189
305
142
214 X 927
1.9
1.5
1.0
0.7
0.6
-0.5
0.3
167
260
101
182 X 911
T.9
1.5
1.0
0.8
0.8
0.5
0.3
.965"
50
Ring
60
183
260
119
196 X -_918
2.0
1.6
1.0
0.8
0.6
0.5
0.3
or .85"
70
198
300
136
210 X . 925
2.0
1.6
1.1
0.8
0.6
0.5
0.4
Taper
80
211
315
153
221 X 930
210 X 925
2.0
1.6
1.1
0.8
0.6
0.5
0.4
1.0"
50
204
300
119
2.0
1.0
1.1
0.8
0.7
0.5
0.4
Taper
60
224•
316
141
721 X 931
2.1
1.7
1.1
0.9
0.7
0.6
0.4
Bort:
HOURS FOR 820 FEET OF TRAVEL:
20.5
16.4
10:9
0.2
6.6
6.5
3.6
Syrlom Inlet pressure shown above Is for Turbine Drives. Engine Drives will be approx 10 PSI lower.
• Area coveted may vary depending on wind conditions, field dimensions and use of unspecified sprinklers.
the average area covered per run is 4 acres.
The 'System Inlet Pressure' is the pressure required 31113u trJvaler inlet. It Includes allowances for the traveler piumbing and
drive, PE tulle and sprinkler pressure. Turbine drives will retluirc addltlonal pressure al higher speeds. II does not Include any
pressure allowances for field elavallon or mainline pressure loss.
Use the small gearbox pulley at oround Spdeds abovn 75 1e Q1 per hour.

6
ENGINE DRIVE L'urvt! 41 11 r"aye l.v I
Dated 1-3-72
mowiw C. I P;vL tic 11-920 Mach." H-1938 VARIOUS FLF.M.
b.po*.r- U.terliol C. 1. PaL me, L- 3004 U-ct6l4ft L-3039 ';-I/2- FNII.
o -sl 90, F
MAILIMUM woptAimc PRESSUR.C. 217 PSI 30
INNER
20
40
10;
a:
WFAMON 0
MEN 1; So a W I
Om
INS,
.j
TOSL
50 100 150 200 250 300 350 400 450 5W 550 600 650 700 750 BW
CAPACITY IN U.S, GALLONS PER MINUTE
C-7046 T-21304 C-7046 old 9-3-1- ..�, 10-27-71 'M0DElB2-r'JQBM-'
gx
rl
Y.
I.
0121,
Is
MOM
v I Rk IS
WE
mowiw C. I P;vL tic 11-920 Mach." H-1938 VARIOUS FLF.M.
b.po*.r- U.terliol C. 1. PaL me, L- 3004 U-ct6l4ft L-3039 ';-I/2- FNII.
o -sl 90, F
MAILIMUM woptAimc PRESSUR.C. 217 PSI 30
INNER
20
40
10;
a:
WFAMON 0
MEN 1; So a W I
Om
INS,
.j
TOSL
50 100 150 200 250 300 350 400 450 5W 550 600 650 700 750 BW
CAPACITY IN U.S, GALLONS PER MINUTE
C-7046 T-21304 C-7046 old 9-3-1- ..�, 10-27-71 'M0DElB2-r'JQBM-'
gx
rl
Y.
I.
0121,
gx
rl
Y.
I.
0121,
0121,

LISTER/IVECO POWER UNIT
WATER-COOLED
January 1, 1996 .
L.PU.WC
MODEL
NET CONTINUOUS HORSEPOWER
LOWEST
FUEL
CONSUMPTION
ENGINE
SPEED, RPM
1600
1700
1800
1900
2000
2100
2200
2500
LPW2
9
10
11
11
12
13
13
i5
.380 @ 2000
LPW3
14
15
16
17
18
19
20
23
.380 0 2000
LPW4
18
19
22
23
25
26
27
31
.380 0 2000
LPWT4
28
31
33
35
36
39
41
43
.400 @ 1800
*80311
34
36
39
40
42
43
44
48
.362 @ 1800
1. NET CONTINUOUS HORSEPOWER rating includes fan, air cleaner, and muffler,
if equipped.
2. LOWEST FUEL CONSUMPTION is in Ib/hp-hr:'
Gallons/hour = Actual hp x Ib/hp-hr
7.076
3. DERATING:
N.A. engines:
Temperature - 2% per 10°F above 85°F;
Altitude - 3.5% per 1000 FT above 500 FT
Turbocharged engines (LPWT4):
Temperature -.3% per 10°F above 85°F;
Altitude - 2.5% per 1000 FT above 500 FT
49

rF.•='F �,f.'••�Iii��Ciii`'`.'yaF �ti.; ;
BIG GUNO P ERFO RMAN CE TABLES
ES
Nortk
:Vpttk
NozzleNozzle
Houk
Nozzle
Nozzle Nozzle
NOW*
Nozzle
.6-
-65•
.T
.75'
.8^ .85'
.9'
tA'
GPM DIA.
G^M DIA.
GPM DIA.
GPM DIA,
GPM OLA,
GPM DIA.
GPM 1~A, GPM DIA.
GPM DIA,
GPM DIA
64ciM.*313Ja'7A�OZZ
ii
`` 3
50 M.
64 215'
74 225•
67 235•
100 245•
145 256'
130 265• 150 273•
165 260•
204 300'
UR3=55=i
fs'
&ajjROLW2W_
1pGIFf(!�Jr"">'
7G{6542H
:rS
60 225'
7S 236'
68 2$0'
103 263'
1120 275'
136 253'
155 295' tT1 302'
197 310'
243 338'
66 245'
83 258•
100 270'
111_7 263'
135 2.95'
155 M.
175 31111' 201 326'
223 335'
274 362'
rf1
NbMeRtm
Oftumm
76 255'
92 278'
111 290'
129 307
150 31 S•
171 324•
195 335' 222 344'
247 755'
304 350'
Ring Ring Ring R;r1g Rin; i F;ng Fisc
•712 .768' SW .85:' 895' # a27- 965'
Ps.1 GPM DIA Grs: Ow I Gast A- C' m. DIA, GPfA GPM Gil.. Gr1: DIA
i�;SOit- ?ir._7F >tt 220'; - .':66; •4'11' 1pd:•. .: 230:_' :5' .a72S0;. 129 z5a•.;' ..1150 %•t 255" _':167•`26Q:
F 61 275'.. :fi 24L' I I:: -c5' 4 260' 14: :-: 16--
1:7,
Ft 775' 163 2F^
•''•2W, ?:?tN :.250' 1: 111E . -260'- :"i .:; 75' j 152 :Y j 77T 295' .'795 '301.
�c4 255' In 266' +<: .76' .c5 205' tC:• 16L 305• 211
x1:40 : =s'.. :94 '265',. � �'•,_ 117 • ,2:5' :I [ 13- .. •2F5'" i :5. _2947'•. 1 173 s 2Ct 375' ,22, 325'
10C .:''•10! 270' I 124 263' + tc2 2x51 305' 462 �• 742 3 2347 334
'v'170%f' ?{:}}10,.. ;'275': .:�j:?c• ;307" '2P0' I' 1i9� .�s: SDS`s:=.'F: .vim ::` 915 ;... ...191 _:5' '- 272 535'. f,-3 :-3
kaa0;�1r1nr,crl,��ne.l�vL<ti ea �.:ut�ILa r�tFc +i1'=r. :1:: ::�y �'7i «•?Zt+r.'.sr+e?y�> t` ;'o : ^x: -": ' i �a x::
....... >r-+.,� =' ! IA. r •.'.iy: � ; : r' � n;.:. ,Yi...a:...... ?moi: .
r:atzk +:0.z1e I r:ozzle • I Nozzle Nozzle Nottle i r+p..lc
.7•.E' 9^ t.0• t.r t.Y t
f.S. I. GPM OIA• GPM DIA, GP[.! D:A, GF DIA. , GPI.: GP+.+ PIA. Griot DIA,
�� !s � '�+-laisi_30�.7. 1•?��»� i�r.?t�•'s�5.'t[�.� � °` OyMr9.� .1:255` _ 'S�'i'"i:• 300'.lr' 3+11"•;:' .:.� ..ley
Rt520. ..5 ��.wL' ':t '' 'w ��'L. .'�r�.� t::,.•'' 1��•.:..�'�i•si%
60 Ito 265' 143 265' s6_2 305• 225 325' 275 - "` 370 365' i 365 380' -
'�»��'�r�:E'�'
00 126 290' 165 310' 210 335• 21:x^ 5' rxI 2t ;-6' 0 5 �
35 s 3s 395• ! " t4_ 410'
?��I:IQ�'f.��'�'.'N'i.1�.��,w.�,:.3fi.Vr."'i�,: tikE'a`•.'-'��.�^.���.r ': ��i:s5.�s��.i:'i''� ':i'.'135 :.r_�4.'J'.': :' •'C!•<OS'•:•/...4i0r' '� ":47$ '+.�%k25'� ,
1p0 143 310• 165 333' 235 355• 375' '.W -ti' 425 426' $00 e40'
,..=40..u%I !M 39UY &is' --.".T X:370
420 157 330' 204 35Q' 256 3375' ?i:t 395' 365 t:: ~465 440'' •+SaS sE0'
50
Ring RL.•tg Ring Ring Ring Ring-' Ring
88^ 117' :00' 4.463 1.26' 1.34' I,ct-
PSI, GPM DIA. GPM DIA, 1 GPM DIA. G=L7 DIA. GPM C•.1 GP+: DtA, GPM DIA
�• �..l�i{ 'r31.�. k�ttl��5+�2.�S�ab �.�!'.t 2�...s`•a`x � � z •. 755' :',?�i:6",' 1. ` M "i••, 33 33.5;':.350
60 110 260• _ 14 260• 162 300 I.'S 315' 275 33_c' 330 350' 365 365'
f ."% +" �•�:. 19Mi�1Fii''.i:.' }i-;W4� : `',- 295 43 h t .. 365;. - .i x:'.415 •:,x7B0:....:�:
80 126 2_80' 165 300' 210 320' 265 340' 315 36;' i 380 380• 445 395'
�-.i7, �.t.'�i��`„yC�!� z� r+'�t af,X.�tE�.:+.'y 't.�,�s..':. s9Q•:�'. ; 'z
100 143 300' 455 320' 235 340" 2x: W. 355 -4 425 too' 500 315"
tit 11=;wNVrr1='73�3::::.•�1.y1fds:l' i�?a §: iT.'I :mss 410.' szs :3:423'
720 7117 3.5' 204 335' 256 360- ;;:: 360' 365 <L•3 465 A- 545 475'
Tal;1ltitiGJj>t; � :ar19 . 4
a 0 1. A ECT �•
00 SOFT OZZ Ne
No-zzNp7r-.Owe Naflle Nn_' -'105' +7
t Mut lt.•
t 2' 1 t• 1 5- s �-
RsI. GPM DIA. GrtA ;11A GPM Dlt GPM _ DIA i DIA, GYf.I Illn {d'!• , ;11 f. (�#'M 1q:. Ijl'IA
b �r.�47i5' }x;;281155;' 330 '375' *-385'`390'' `ccS..3:410'•?; St5' 430' T--595 4a; -- 095 470' 625 -495'
70 270 300' 310 360' .355 395' t15 c10' 430' SSS 4}0' b:r 403.3 :!,r 4D'
360 ' '410' .X445 .'t3Q' !'5 450: ' = $96 470' f G75 465 005 515' ?53 535'
90 310 390' 350 ctU' 405 <7_' 475 445'. 4G5• 62:1 4811• :t: •A1',' 055 ?S .311 • "
X100 :=e; 40b'.,.`•'; 7Q 424:'. -.425 -'4e0' 460' _ : 460r.�- GGQ 500' 7511 520• 900 550' 1DGn 57:7
110 340 41p' 390 43Q• 44'a c50 525 470' I •'•, 495' - G75 1.411' CIIi '.:r.:'.. ".• ue•, SG[: 1,t0
ic12R,t ''d_';;7003 ' j!'✓515:':1"480. ` 570 :_;545? 725 570' �..' 625 1150' 405 580• 1100 605'
130 37Q 475' 425 445' 485 46:' S65 455 I 515' 755
I urs sac
OZZLE
+ g• n1n11 1'A' n:ng t `f.- Hing 11xg t w^ n1,y `• 1 'A- nlryl 7- It.,1y
acwnl! 11 4G' aclwll I1 !'V actual) aoual) 11 re- :u:wa', I,230 325:.
.1,.1-4 1 93' w la.d
psi
SOw GPM IIIA fl•M UTA il'eA VIA s, i1M ta•IA 111. 1,1.1A I # I
1'.11m IHR
.r�S`'•. + ='::� .iZ-- - 335' 3s0.1'� - "77Q' •:il, ..3�0•. 4741 Via' � :i1>:, A . 1
20• wQ 4i`;
60 r1{7 :140' 3:1a :1'111 31!1:1 ]`Kr 4: 4111' :.1;. 5;••
70 Mv.770 355' !'aOta55-' 365' I 4150 405' 414•, 425' ::'':, 440' 45!
G3u a55' 7511 4755
'
60 790 :1!113 :111x! 41X1' 44:, 4••hy � 4411' :: iii 4•,• ' 4
..!'. 711 y
' 00 i�3l"410iD San• ;r�Y,io;)' 413• 473 135• _ a455' G;W"'. ere' I its 465• 1`I 0 n555 505,
sQv
100 3r1, 1'HI' 4;' A%•, :ANI 4/. •,' •••• 417,'1' I.I,Ii 41,
M0 4011' ' 1..-p •d4i", 435 I 575- 455• Y.1•. 475 4y,• 10' I 945 335'
355
420 410, �,. 44T, •.c'. u;!! 4u:.' ir.••. urs +•.

''Diairiond ASTM D-2241 .
i.s 'Pressurd�Rated PVC Pipe
Approximate.C.oupler Dimensions
imond's 1f?S:PreirlesSuie=Rated PVC.Pipe coupler
*.,aets the requireof',ASTM
. 1 a ti"1 D it --. _----•----.
Gasket Specifications
--- '- 1 Gaskefconfiguration'tocks.gasket-.in:place
prevents fishmouthing.
2. Chevron seal for added pressure sealing ca-
pacity. .
3. Compression seal - provides a seal under
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
IPS- - Pressure -Rated.. PVC Pipe
Rieber Gasketed Joint Dimensions
11/IRrI
O lure 8.0.1
Lc
RItEtr 0300. v
Pipe
A
13
D
Size
I;-
1
- c
Diameter
=-
3
A
3 1/8
•
O.D.
C
Size—
Gasket Race
S6cket Depth
' 2
3.166
4.500
Ow.
6.000_,_.____...... _...__
34.434
8-
6.000'...-.....
A .. _....
-... 7-',5:.6 03
-5.000
6
8.252
6.250•
S
10.420
6.500
�0.
...12.762
7.500
12
-..14.952
7:500 •
0-2241 Wipe Dimensions _
Minimum Wall Thickness
- ..._...
p•1T95.•
S09613.5....SOR-21... SOR-26
SDn,323 SpR•n
S-1 11 Q.0 Scn.40
31S PSI 200 PSI 160 PSI
,
I M PSI loo ps$" -
1/2 •• .840..109
.062
I/4" 1.050 • •113
.060
1 1.315 .133
.063
11/4" 1:660-".140`" ...:..079 .064
.056
1'/:" 3:900 .145
.090 •.073
.058.
2 2.375 _154
.113 .091
.073
2% " 2.875 .203
.137 A to
.088
_ 3-
4
4 4.500 .237
.214 .173
.138
5 " 5.563 .258
.265 .214
.171 136
6 " 6.625 .280
3'16 .255
.204 162
8 " 8.625..322
- - - - ,410 .332
.265 .210
10 " 10.750 .365
.511 .413 _'-33i
.262
12 2.750 .406
.606 .490
.392 .311
imond's 1f?S:PreirlesSuie=Rated PVC.Pipe coupler
*.,aets the requireof',ASTM
. 1 a ti"1 D it --. _----•----.
Gasket Specifications
--- '- 1 Gaskefconfiguration'tocks.gasket-.in:place
prevents fishmouthing.
2. Chevron seal for added pressure sealing ca-
pacity. .
3. Compression seal - provides a seal under
vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
IPS- - Pressure -Rated.. PVC Pipe
Rieber Gasketed Joint Dimensions
11/IRrI
O lure 8.0.1
Lc
RItEtr 0300. v
Pipe
A
13
D
Size
Insert
Socket
Diameter
=-
3
4 1r
3 1/8
3`
4
5 114
4 7116
.4-
4 1r
- 5 1r_'
5 Ir
6-
5
6
7 13116
8-
5 Ir
67/8
10 1/8
i0-
5 314
7 lr_'
12 IP_
1,2-
6.
_8" 114 _._ . .....'
14 11/16
Short - Form
Specification for Dininond
P,VC Irrigation I3ipe
ASTM -D2241-SDR41,32.5,26,or21
Diamond PVC Irrigation Pipe i-hhal-fli 'in3dc of
compounds conforming to ASTM D1784 with a
cell classification of 1245413. Diamond PVC
Irrigation Pipe must meet all the dimensional,
chemical, and physical requirements as outlined
in ASTM D2241, -Annex, ANSI/ASAI: S376.1•
and SCS 430 -DD, and will be supplied in 20 foot
laying lengt}1s.

c
FRICTION LOSS- •CHARTS
FOR DIAMOND PIPE
IPS DIMENSION
A -Inch , 5 -Inch 6 -Inch 84nch 10 -Inch
Gallons
Per Min.' FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
Loss below gold line indicates velocities in excess bl 5 feel per second.
Velocities which exceed 5 feet oer second are nmol rn,-,-+ rto 4
12 -Inch
.1Q
150
1:11
.11
:160:
1•.26:::
.... .....
.15
170'
_... 1.41-:
.083
.21
% .096
180
1.57
.28
'.125
-.32
190
1.73
:158
•40
.175
200 •
1.90-
.90-220
.49
.213
.54
220
2.28 .81
.34
.09
.276
240
2.67 .95
.40
.10
:.82
260
3.10 1.10
.46
.12
.397
280
3.56 1.26
.54
.14
1.15
300
4.04 1.43
.61
.17
.632
320
4.56 1.62
.69
.19
1.97
340
5.10 1.82
.77
.21
360
5.67 2.02
.86
.24
360
6.26 2.22
.95
.26
400
6.90 2.45
1.04
.28
420
2,69
1.14
.31
440
2.92
1.25
.34
3.18 -..� -- --1:35.
...........37...
480
3.44.
1.46
.41
500
3.70
1.58
.43
550
1.89
.52
600
2.22
.61
650
2.58
.71
704
2.96
.81
750
3.36
.93
800
3.78
1.04
850
4.24
1.17
900
Table based on Hazen -Williams
4,71
1.30
_.
950
-
equationCw = 150
5.21
1.44
1000
5.73
1.58
1% To- find friction bead loss in
1050
PVC pipe having a standard
1.73
1100
dimension ratio other than 21,
1.88
1150
the values in the table should
2.05
1200
be .-m-ulliplied by . the
221
1250
appropriate conversion factor
2.39
1300
(F) shown below:
2.57
1350
2.76
.......
.------- .......
2.95
1450
SDR PR F
3.16
1500
3.35
21 200 PSI 1.00
1600
26 160 PSI .91
1700
32.5 125 PSI .84
1800
41 100 PSI .785
;
'
1900
51 60 PSI .75
2000
64 63 PSI .71
,
Loss below gold line indicates velocities in excess bl 5 feel per second.
Velocities which exceed 5 feet oer second are nmol rn,-,-+ rto 4
12 -Inch
.1Q
10
.11
.14-
.15
.060
:18
.083
.21
% .096
.24
.110
.28
'.125
-.32
.141
.36
:158
•40
.175
.44
.194
.49
.213
.54
.233
.59
.254
.65
.276
.70
.298
.76 -• -
.322
:.82
.346
".88
.371
.95
.397
--....423' ��........
1.08
.451
1.15
.508
1.30
.568
1.45
.632
1.62
.698
1.79
.767
1.97
.840

14
INSTALLATION -
Diamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the lnsralladon Guide fir PVC Water
pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487.and ASTM D2488.
Te assemble: clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
Apply force. the pipe should be protected by placing a board
between the bar and tht pipe.
If norrhal force does not complete the joint. disassemble the
joint and examine the parts to make ccl.ian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANCE OF DEGREE
or CU►IPACTION VERSUS EMBEDMENT CLASS AND MET1100
OF PLACEMENT AS PERCENT OF sTA,40ARD PROCTOR
DMWV OR RELATIVE DENSITY,
FOR GRANULAR MATERIALS IN PARENTIIESIS"
CLASS OF EI610CD161ENT
1
II
111
IV
.
MATEMA. VESC'l7ryOH
MarjKa+aC
ckw%"
Si4bm!Cn-d
Mi.Cd Gary.
r.1K G17;n
LLNtlith
sdt: • Cku
sOilt
$pili
ova;m . oo-q rar.erq r-10
Qw
[ 1:
7 l i
b IIS
r.+•M `...... 1Yrw.� M No. r .4". M.r. wM t}[ _,_j .•• K•. %t1 f:...
•
CMIw. -
Sal C.r.fW.laro. Mcy.o,1
[ al hd.r for HOr-1 Any..r R -V
co -%.X. h laic. U.'"
17.100
11 IM
45 100
96 106
CMM
1(41
MrR.p." 1.... W R11i•117 ...a.. 1:.11 I— \.a. Mr 4/i J •wsr
Ot.sJt h ra•+1Nt
0I1
w 4!
in 1%
7}•110
3M
.tp
0.1.M S.J....
Car
Cw'01 wti L~Vr A
Z95
00V5
...•• -
-___......
Cr
II+D 7$1
IVOR.%
.w N.. J rM.. Low. w.. YR .••+:."d r K+, N.. a.-..
Itydla•
W W
S+r a.wh .W.5..+.•rn Ll.rr w.w yll J.rr�l.. w -.•.•.r. nr +..r
PW"
M.r w.. w. rt. 7.Y ..-.
Sr
1ei.l .ry
W w0
1I7 vel
Ip75
W
1•"1111' ..lu..n► I...r .1wJ•. r..'i IL.r..+r ..: /....:... ..... 1 .....1 1r•r
YI 1
10[ r ka., Sa[ w wr.r r.•.nKr. Tr1..r..
IAC.*
10 W
11) L4/
all 111
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...
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-
_._......
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' Table 4. oXsCOlrTiom of 1:0,I11 F:DLuarr MIATCRIAL l'LA5 til /'I �'A 1-14 IN.%
if
Sol l
FOA
orsCll trTIOX Or .
CLASS
I'I7[
MAT17RtAL CLA!SI"CATIW
Ci.w I S".
1'
M..J.r`+.it -,A.. 1—" ...r-61. W r 11n :rL.. t... J. —I.;-...•
r1i.R ­44►..try wS"a .11.1Cer+r ._r M .1..Al4 .r++ — —Ar N.L-
.w.l ff-MR .Ir L. ti•.Rrfl w ...dN .L.t4.
CIC. 0 Srl.--
Qw
W.!•4.J.I sl.- -A 601 L ..1— '!n[ r ..rr J
r.+•M `...... 1Yrw.� M No. r .4". M.r. wM t}[ _,_j .•• K•. %t1 f:...
•
CMIw. -
f7
►w..lr R.aV tr...h W r. -6—A w:..r«. 1:.1. r ... 6w1. MN r �.♦ J
'
nwr I.rlitli wMiw.r .w Nr. 1 al..a, ►{r. w.w 77[ rn,rW .r. Mw_ ;t11 1.r.r
.
CMM
S•1'
MrR.p." 1.... W R11i•117 ...a.. 1:.11 I— \.a. Mr 4/i J •wsr
M"r' w Rrrwf to.. a 1:+.r, M-, M.w Ij% rr..+rJ •w Kr Y.1 — 9-w-
sr
t..ry e.M.J .-#. -A R..•.fr "I. 1. MwY r ..• 4— \L.r ..:40t J .-.•ra!
'
P".:+ /r.w Irw- a 1.r•!. W 1 4N 9!1% W J -T M N..
0.1.M S.J....
Car
i+rC•-•M. 1r...I.aW ..A �.....<•. }i.rLr r.J.�... t. ,...�.......lJ-�
N., + «.r• M..r w.w kK • ;_a .......
Cr
C111•T tr..rt1. R.+.r1..W.a.l..i•.xn a.Rr».r J...w.r 1r...r•.r.wrJ
•
.w N.. J rM.. Low. w.. YR .••+:."d r K+, N.. a.-..
SM
S+r a.wh .W.5..+.•rn Ll.rr w.w yll J.rr�l.. w -.•.•.r. nr +..r
M.r w.. w. rt. 7.Y ..-.
Sr
C", ...j% uNMr r•rfe.. Lire wr?•N J ...rr I.���,•...:. f:.. a
.+-r. 11rr w WL .w.r...r.r. Nw. „.I.r.r
l'..N Ir L-►
W
1•"1111' ..lu..n► I...r .1wJ•. r..'i IL.r..+r ..: /....:... ..... 1 .....1 1r•r
10[ r ka., Sa[ w wr.r r.•.nKr. Tr1..r..
CL
J Ir. w•.. A. .J.. r1- /... _ ..... ..L. -
Lql
I.r\.� .An. r: ,river .. J.w•�.wa.. I..r , r... ...... ....... .... 1 �._.
Fwr. rw.... w.w NK, Yrt ...�.r ryr.f. N•. : ._ ..
CII
I+t.w:• r1+r1 .1 CLL 11...... IN .a.,- L*....1 .. . ... .:. �.. [ ..
C..•. r S.Ja
IL tl,. rl.. W rtw+ r./ A.r• v I— rr.r..., 1 ...1 w......:.. 4.•.
*% . w.Y. P..- KJ r1 -
Of Ifrtwr tor. A , " a..y..Jr.wrl l.. -•J •-• - .••+• .P �• r.[ ••.L ..
N.. NO k..
S.:L..e t.tfi"1:w11MOlJRL..r.}. V Cl.r•l...f..t ..L.ti ;. J+L�J .. •<rL11/:.:.
..A ASTM U1411. al II. Mver 5% 1r K.' hM .:r...
I..rri.Iw.p •� ASTY O s1R1; .1:M vw► 3S Its rn....l .'.,. .. .. t,y .. . ... J:...�
.MniCrw.r .Lr. r .... Hrw.wi.•< .I Cu.. 11 w.. J C,.. 111
The haunehing area is most important to the support of
PVC pipe. For good support, the haunching•arca should be
compacted to the densities given in the' Long Perm
Deflection Chart. _
Figure 2
II v�T•i. tank• T�•�__•�7 I .
•.r1 Nr..t. W
1'

L:1
6
hm
be fabricated in almost any configuration. Some, epoxy coated €ittirigs
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a .•
transition or repair coupling. In-line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be. concrete; Manufacturers recommended. thrust blocks at any
change in direction' greattr--tnan--I&-.-Fi•gu.re-1 -g-lives. an example
different arrangements for thrust blocks.
Eh`
Figure 1. Example of different arrangements for thrust blocks.

-6-
Ffigure 2. Anchorage blocks
for in-,line
valves.
Table 1 is the forces encountered
at. end plugs. to
calculate
forces encountered at bends,.
tees and wyes, multiply
the
figure in
Table 1 by the.factors'given
in Table
2.
Table
1. Thrust
41 •at End
Plugs
test pressure in psi
Thrust in
15s. for
Pipe biameter
PSI
150 PSI
200 PSI
250 PSI
inches
.100
__... .
1
295
.440
590
740
2
455
680
910
11.40
2h
660
990
1320
1650
3
985
1480
1970
24.60
4
1820
2720
3630
4540
•6
3740
5600•
7460
9350
8
6M'90-
9740
13,000
16,200
10
10,650
16,000
21,300
26,600
._;.12 -
•-.].5•,.150
,
22,700....-...._...30
,-200
37,800
14
20,600
301800
41,100
5-f";4'0 0
16•
26,600
39,800
53,100
66,400
-6-

1 :4 - k
'
ALP. J�y 1ST- i. � F _' -� -;. - -- • - »_....,...,� ..... _ � � �/ .
s r Vc+•
Table '2. . Factors".for Calculating Tiirus.t 14 for
+: ..r",r : S.' • ... �'-;:'� -Cl bows -and- Tees.
FAM
El oa is: '-90° IAITees - 030 G_.
' 60° 1.00 'r
450 0.76 ✓` i
30° 0:-52
}� 22:`50 0; 39
Table 3 gives, the safe bearing load for different soil types.
Table 3. Safe Bearing Load.'
Soil lb/ft2
Mulch, peat and similar
Soft Clay
Sand
Sand and gravel
Sand. a'nd'grave .- cemented..
with clay
Hard shale
0
2000,--
NO
000,- -
NO
V '
--
4000
10,000
- 'rt"'•�••!!!`�125-'yS:i:_.-r+fC:.�fF: v3. y,.':•- ti, _ .• _ _
Thrust block area(ft2) = SJ - Thrust (Table l & Table 2)
-Soil bearing strength a e 3)
In placing concrete thrust blocks, check.w7 h �he-nanu ac r of the
pipe being used to ensure that the correct size thrust blocks are
betgg,used.
There are a number of machines that -'can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain, trenches, wheel trenches,•backhoes•, or vibrating plows
will be. used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
'diametet of pipe. Under most conditions the chain. trencher or wheel
trencher--wiT-1=& ftstef' thanAfte-backhoe.. - •Where wi:de�-:trenches_for..,lar.ge„
pipe are required, the backhoe will be most satisfactory. if soil
conditions permit, long stretches of open trench will expedite pipe
installation. However., if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7-

r
MURPHY
FAMILY FARMS
April 7, 1998
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P. O. Box 29535
Raleigh, NC 27626-0535
RE: Pine View #1
Bladen County, NC
Dear Mr. Tedder:
Enclosed is the certiication form for the above referenced swine farm.
Stacking Date:430- 19
The following crops are to be grown:
_Barley Rye
Bermuda Grass (Graze/Hay/Pasture) X Small Grain (Graze/Hay)
Corn (Grain/Silage) Sorghum
Cotton _Wheat
Fescue (Graze/Hay/Pasture) __-,Oats
—Other(Explain)
The lagoon effluent will be applied to the crops listed above by
Center Pivot Irrigation (Installed/Not Installed)
—Center
Set Irrigation (Installed/Not Installed)
,,.Traveling Gun/Reel irrigation (Owned/Not Owned)
_Third Party Applicator
Other (Explain)
If you have any questions regarding this certification, please call me at [phone]
ext.4529
Sincerely:
Dave Elkin
Engineering Technician
cc: Pine View #1
Toni !Ging, Murphy Family Farms LNM Department
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

Animal Waste Management Plan Certification
(Please tune or nrint all information that does not require a sixnature)
General Information:
Name of Farm:il�tr a View OFacility No: -
Owner's Name: ICT. L.L.C. Phone No: 9ID-590-8264
Mailing Address: 412 Layfette St. Clinton. NC 28328
Latitude and Longitude: 78' 36' 00" / 34' 272 L9" County: J31adM
Please attach a copy of a countyroad map with location identified -and describe below (Be specific: road names,
directions, milepost, etc.): From Clarkton take 211 east 2.7 miles to SR 1001 turn jjZhht goA . i miles to far tM
entrance on left.
Operation Deseri tp ion:
Type of Swine No, of Animals Type of Poultry No. of Animals
® Wean to Feeder 4200
❑ Feeder to Finish
❑ Farrow to wean (# sow)
❑ Farrow to Feeder (4 sow)
❑ Farrow to Finish (# sow)
Other Type of Livestock on the farm:
❑ Layer
❑ Non -Layer
❑ Turkey
No. of Animals:
Type of Cattle No. of Animals
❑ Dairy
❑ Beef
Acreage Available for Application: _IYA Required Acreage: 1#. Q
Number of Lagoons/Storage Ponds: 1 Total Capacity: 290 755 Cubic Feet UO)Are subsurface drains present on the farm: YES or(please circle one)
Owner /Manager Agreement
1 (we) verify that all the above information is correct and will be updated upon changing. 1 (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. 1 (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. l (we) 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 DEM or a new certification (if the approved plan is changed)
within GQ days of a title transfer.
Name of LaM O ne: CT L.L.0
Signature:
Date: �- G -yam
Name of ana r (if di ferent from owner):
Signature: _ Date:
AWC -- April 24, 1996

Technical Specialist Certification
I -As a technical specialist designated by 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 211.0217 and the USDA -Natural Resources
Conservation Service (MRCS) and/or the North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 2H.0217 and 15A NCAC GF .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, SI, WUP,
RC, 1), the technical specialist should only certify parts for which they are technically competent.
II. Certification of Design
A) Collection, Storage, Treatment System
Check the appropriate box
❑ Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
New,, eUanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but no limited �� 11 tti s, lagoons and
ponds, have been designed to meet or exceed the minimum standards
Name of Technical Specialist (Please Print): J. Neal Tucker z Meet. _
Affiliation: Murphy Family FaMs 5 1
Address (Agen ): .-O.R3XI59 92se Hill NC 28458 Phone Na.: Al Q289 -644Y9. ekt. 4717
Signature: Date: 61&
13) band App ic_ation-Site-MP) '10410,oil I'M4
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen
crop is suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Kraig_Westerbeek
Affiliation: Murt,hv Family Farms
Address (Age y): 40. Box 7 Rose Hill NC 28458 Phone No.: [phone], ext. 4356
Signature: Date: 5_ L -al `7 _
C) Runoff Controls from Exterior Lots
Check the appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility_ with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy usei1 ��`k�oc,>een designed in
accordance with technical standards developed by MRCS. ::5�� `AA(}{ f
Name of Technical Specialist (Please Print): Kevin Weston r 4 p_ _
Affiliation: Murvhv Family Farms _ gcni t
Address (Agen y)• P. Box.759 Rose Hi!!, NC 28458 Pltone No.:= 91:0 2811196439 xt.4629
Signature: _V.
_^ Dale: _ %Gr_97
AWC -- April 24, 1996

D) Application and Handlinsz Equipment
Check the appropriate box
❑ Existing -or expanding 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). '
New, _expanded, or existing facility without existing waste application equipment for
srpay irri ag tion (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 existinRfacili ywithout existing waste applieation_eauipment.for
land spreading not using -Way ray i ation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necesary 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 appliactions has been established; required buffers can be maintained; calibration and
adjustment guidance are contained as part of the plan).
Name of Technical Specialist (Please Print): Gary Sca_lf
Affiliation: Murnhv Familv Farms
Address (Agency): PO Box 759 Rose Hill NC 28458 Phone No.: 910-289-6439 ext 4562
Signature: in Date: _T7S� 7
E) Odor Control, Insect Control, Mortality Management and Emergency Action Plan (5D,
SI WUP, RC or 1)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an
Insect Control Checklist, a Mortality Management Checklist and an Emergency action Plan. Sources of
both ordors and insects have been evaluated with respect to this site and Best Management Practices to
Minimize Odors and Best Management Practices to Control Insects have been s6lActed1#1)i included in
the waste management plan. Both the Mortality Management Plan and Eme`g��ttL�t��Mor'
complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Kevin Weston
Affiliation: Murphy Family Farms SEAL I
Address (Agency)' P.O. ox 759 Rose Hiif NC 28458 Phone No: 91 d 2$ -64 .4 CA 9
Signature: Date: P
1 ��
F) Written Notice of NeNy or Ea andtri Swine Farm �'��AL
The following signature block is only to be used for new or expanding swine farti{st'meegin
construction after June 21, 1996. If the facility was built before June 21, 1996, when was it constructed
or last expanded . I (we) certify that 1 (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 IOG-805. A copy of the notice and a list of the property owners notified
is attached.
Name of Land Owner : ! C. — L-
Signature:�� ate:
Name of Man e er (if dirgerent from o ner):
Signature: Date:
AWC -- April 24, 1996

III. Cei tiflca tion of Installation
A) Collection, Storage, Treatment Installation
New,, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but no limited to lagoon:, and ponds, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing faciUdcs mithout retrofits,
Name of Technical Specialist (Please
Affiliation: Murphy Fames Farms
Address (Agency): P. O. Sox 759 Rosi
Signature: y t 45
& S7�W A k -Y
B) hand A lic_ation Site (WUP) `N
Check the app prlate box ,04,04001141111100
����
❑ The cropping system is in the place on all land as specified in the animal waste management plan.
Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping
system as specified in the waste utilization plan has not been established and the owner has committed
to establish the vegetation as specified in the plan by -CIO/? f (month/day/year); the proposed cover
crop is appropriate for compliance with the waste utilization plan.
❑ Also check this box if appropriate if the cropping system as specified in the plan can
not be established on newly cleared land within 30 days of this certification, the owner
has committed to establoh an interim crop for erosion control;
Name of Technical Specialist
Affiliation: MurFa—mllvl
Address ( e P. O.
Signature.
Kraig Westerbeek .
;9--Pho a No.: 910)289-6439,_ext. 45.56_ ._
Date: 1%3,9 f7
This foliowl signature blAck is only to be used when the box for conditional approval in I11. B above has been
checked. j 1
I (we) certifk that I (we) h�ve committed to established the cropping system as specified in_ my (our) waste
utilization an, and if appr prate to establish the interim crop for erosion control, and will submit to DEM a
verification of completion fr m a Technical Specialist within 15 calendar days following the date specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: M. -Oi Date: 3,0
Name of Mana Tr (if d ferent from owner):
Signature: Date:
AWC -- April 24, 1996 4

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as
specified in the plan.
For facthfies without exterior lots; no =Yftatlbn is necessary.
Name of Technical Specialist (please Print):
Affiliation:
Address (Agency): Phone No.:
Signature: Date:
D) Application and Handiing PAuipment Installation (WUP or 1)
Check the appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready for
use; calibration and adjustment materials have been provided to the owners and are contained
as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed
but the owner has proposed leasing or third party application and has provided a signed
contract; equipment specified in the contract agrees with the requirements of the plan; required
buffers can be maintained; calibration and adjustment guidance have been provided to the
owners and are contained as part of the plan.
Ell" Conditional approval: Animal waste application and handlia uiant specified in the plan
has been purchased and will be on site and installed by ? s Rmonth/day/year); there is
adequate storage to hold the waste until the equipment is installed and until the waste can be
land applied in accordance with the cropping system contained in the pian; and calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Name of Technical Specialist
Affiliation: Murvhv Famt
Address (Age : P. O. x
Signature:
Ga9y Scalf.
Rne No.: [phone] ext. 4562
103 OL7 Vw
The following signature b�ck is only to be used when the box for conditional approval in 111 D above has been
checked.
1 (we) certify that I (we) ve committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within IS calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this certification is a violation of the waste management pian and will subject
me (us) to an enforcement action from DEM.
Name of Land Owner: -Je- 4.1-e.
Signature : C �, 305
Name of Manaif different from. owner):
Signature: Date:
AWC -- April 24, 1996

E) Odor Control. insect Control and Mortality Management_ (SD,SI. WUP, RC or jj
Methods to control odors and insects as specified in the Plan have been installed and are
operational. The mortality management system as specified in the Plan has also been installed
,and is operation.
Name of Technical Specialist (Please Print): Kevin Weston
Affiliation: Murphy Family Farms
Address (Agency): P. O Box 759 Rose Bill NC 28458 Phone No: [phone], EXT. 4629
Signature: _ . ,.�.•= Gam. Date: 1 3o ys
Please return the completed form to the Division of Environmental Management at the following address:
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Water Quality Section, Compliance Group
P. O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste Management Plan to
the local Soil and Water Conservation District Office and to keep a copy in your files with your Animal Waste
Management Plan.
AWC -- April 24, 1996

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MURPHY FAMILY FARMS
r' WASTE MANAGEMENT FACILITY SITE EVALUATION
,Namc 2,L (_tLy 60 6 CtA _ (411SLZ6 �� c�r�� Size Operation
0 0 001 LAA1%rE94
Telephoneg i o— 4 V S- (.o3,5
Location Data
Distance from nearest residence not owned by producer:
Is site within 100 year flood plain?
Is site at -toast 100 feet from a•"Blue Lino" percnni,al stroatn?
If no, site must be relocated.
Is site within 1 mile zoning jurisdiction of a•municipaW
If yes, site must be relocated..
Are there utilities in the construction area?
Wetlands
Will site involve clearing woodlands or -any non -cropland?
If wetlands are involved, it is the responsibility of the'producer
to obtain all necessary permits before -any clearing is done.
Other Environmental Factors
Is endangered and/or threatened species Habitat present?
Is a designated natural scenic area included in the pWuiing
area or will planned actions impact on an adjacent natural
scenic area?
Yes No
Is an archaeological or historical site located in the planned area?
Are cultural resources present?

Waste Management Ycs No
Docs producer own enough land to properly land apply waste? 51�e Co..�NJS
'If no, docs produoer havo access to moroland?
If land is not owaed'by producer, cant producer got agreement
for land on which to apply waste?
Soil Investigation
Is soR suitable for lagoon?
Is a clay liner required? L I/
If yes, is clay available oa site?
Questionable -
Is a core tmaoh required?
Test holes wM be dug izutiaiiy in the geaerai arca of proposed lagoon -MA des the
position of the sago, ori is changed to art axea whcire no test holes were previously dna, _addition
test holes YELL be mnaired.
This site iavdstigation is valid as long as the design and construction of lagoon continues
in a reasonable time periods Unduc delays or hesiiaucy iu cunstruction may require that site
be re-evaluated_ -
Evaluator 4A L
ems)
Signature
(Producer)
Date ? -1 P 94
Date

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�r
PROJI�—CT: Qwf,,s . ,U�wlszea.+ COUNTY: worr/
FIELD INVESTIGATION BY: 16-) — DATE: Y/z 7h7
SITE SKETCH
BORING NUMBER
AND PROFILE
DEPTH WT
DEPTH WT
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BORING I SAMPLING METHOD:
SIGNATURE: ,

4.V 4,9 110
Ti e
•
LAGOON SITE
SOILS
INVESTIGATION
PROJECT:COUNTY:
A, o -v �4?
-'F
FIELD INVESTtGATION
BY:
DATE:
BORING NUMBER AND PROFILE
DEPTH WT
r
1DEPTH I Wr
q
J,
7
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3.
4.V 4,9 110
Ti e
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BORING I SAMPLING METHOD- SIGNATURE:
4l
3.
BORING I SAMPLING METHOD- SIGNATURE:

CL
Grower: JCT, LLC.
Address: 412 LAFAYETTE STREET
CLINTON, NC 28328
FAF#M INFORMATION —.
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Raln" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area
Designed By:
Checked By:
Date:
LAGOON DESRG
Farm Population:
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (YIN) — — — — — — -- — —N
Does Operator Want Emergency Spillway? (Y/N) — — — — — — -- — —N
JWR
JNT
05/06/97
4200 Hd.
0
0
0
0
0
180 Days
7.5 In.
7.5 In.
7.0 In.
0
0
Is This Design for an Existing Farm?
(Y/N) — — — -- — — — — — —N
Is Drain Tile Req'd to Lower SHWT?
REQUIREDIIIIIiI Y
Seasonal High Water Table Elev:
-----------------------
100.00 Ft
Freeboard:
— — — — — — — — — — — — — — — — — — —
1.0 Ft.
Emergency Spillway Flow Depth:
Not Applicable'
0
Top of Storm / Spillway Buffer:
Not Applicable
0 -
Side Slopes:
--------------------
3:1 (H:V)
Inside Top Length:
— — — — — — — — — — — — — — — — — — —
240.0 Ft.
Inside Top Width:
----------------------
188.0 Ft.
Top of Dike Elevation:
— — — — — — — — — — — — — — — — — — —
105.00 Ft.
Finished Bottom Elevation:
— — — — — — — — — — — — — — — — — — —
_ 93.80 Ft.
Start Pump Elevation:
-------------------- •
10240 Ft.
Stop Pump Elevation:
--------------------
99.80 Ft.
LAGOON VOLUME REQUIRED VOL.
Storm Stor =
Temporary =
Permanent =
me =
56400 (Cu.Ft.)
76855 (Cu.Ft.)
157500 (Cu.FtQ)
290,755 (Cu.Ft.)
DESIGN VOLUMES % REQ'D.
64,718 (Cu.Ft.) 114.75%
92,876 (Cu.Ft.) 120.85%
159,755 (Cu.Ft.) 101.43%
317,350 (Cu.Ft.) 109.15%
Min. Required Liner Thickness -------------- — — —--- 1.6 Ft.
Lagoon Surface Area (InsideTOD)------------------- 45,120 S.F.
Murphy Family Farms Engineering A Box 789, Rose Hill NC 28456
[phone]

Grower: JOT,
Address: 412 LAFAYETTE STREET
CUNTON, NC 28328
Checked 8y: JNT
Date: 05/06/97
Sheet 2 of 7
e
END PUMP= = = = > 99.80 FT 159,755 CF TR'MT 159,755 101.43%
START PUMP = = = > 10240 FT 252,632 CF TEMP 92,876 120.85%
MAX STORAGE = = > 104.00 FT 317,350 CF STORM 64,718 114.75%
Murphv Family Farms Enalneerina P.O. Box 759. Rose Hill NC 28458 1910} 289-2111
ACTUAL DESIGN
VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area(§F)-Incr.
Vol. (Cu. FT)
Cumul. Val. (Cu. FT)
93.80
20,874
94.00
21,228
4,210
4,210
95.00
23,040
22,134
26,344
96.00
24,924
23,982
50,326
97.00
26,880
25,902
76,228
98.00
28,908
27,894
104,122
99.00
31,008
29,958
134,080
100.00
33,180
32,094
166,174
101.00
35,424
34,302
. 200,476
10200
37,740
36,582
237,058
103.00
40,128
38,934
275,992
104.00
42,588
41,358
317,350
105.00
45,120
43,854
361,204
e
END PUMP= = = = > 99.80 FT 159,755 CF TR'MT 159,755 101.43%
START PUMP = = = > 10240 FT 252,632 CF TEMP 92,876 120.85%
MAX STORAGE = = > 104.00 FT 317,350 CF STORM 64,718 114.75%
Murphv Family Farms Enalneerina P.O. Box 759. Rose Hill NC 28458 1910} 289-2111

Grower. JCT, esigned By: JWR
Address: 412 LAFAYETTE STREET Checked By: JNT
CLINTON, 'NC 28328 Date: 05/06/97
7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage.
Required Treatment Volume:
Animal Type
C aci *
ALW *
cu.ft. Ib
= Total
Nursery
4,200
30
1.00
126,000
Finishing
0
135
1.00
0
Farrow to weanling
0
433
0.67
0
Farrow to feeder
01
5221
0.67
0
Farrow to finish
01
1,4171
1.00
0
Boars
0
4001
0.50
0
Total Required Treatment Volume (cu. ft.) = 126,000
Sludge Stora a Volume:
lVailm-al Type
Capacity
A
cu.ft b)
Total,
Nursery
4 200
30
0.25
31 500
Finishing
0
135
0.25
0
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,417
0.25
0
Boars
01
4001
0.1251
0
Total Required Sludge storage Volume (cu, tt.) = 31,500
Temporary Storage Volume:
Manure Production:
[Animal a
Capaci
to. Period
(gals/1-1d.7ZIa-y-)=Total
= Tota
Nursery
4,200
180
0.39'---226-
800
Finishing
0
180
1.40
6 -
Farrow -to weanling
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
01
1801
13,501
0
Boars
01
1801
4.001
0
Total Manure Production (gals.) = 226,800
Total Manure Production (cu.ft.)= 30,321
Excess Fresh Water:
Animal Type
Capacity *
$to. Perio
als Hd. da
= Tota
urse
4,200
180
0.20
151,200
finishing
0
180
0.90
0
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
9.5010
Boars
0
1801_2.70
0
Total Fresh Water Excess (gals.)= 151,200
Total Fresh Water Excess (cu.ft.)= 20,214
Murphy Family Farms Engineerrtg P.O. Box 759, Rose Hill NC 28458 [phone]

v J v f• v l. v V a, 4—h— 1.
Address: 412 LAFAYETTE STREET
CLINTON, NC 28328
Tem ora Storage Volume: Cont.
Checked By: JNT
Date: 05/06/97
Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol.= (Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (45120 sq.ft + 0 sq.ft) * 71n. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 26,320
Storm Storage:
Vol.= (Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr./24Hr. Storm (in) 112in./ft.
Vol.= (45120 sq.ft + 0 sq.ft) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr. —24Hr. Storm Event (cu.ft) = 28,200
"Heavy Rain" Storage:
Vol. = (Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 121n./ft.
Vol. = (45120 sq.ft + 0 sq.ft) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 281200
(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") 56,400 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 76,855 (CU. FT)
Total Required Permanent Storage
(Treatment + Sludge) = 157,500 (CU. FT)
TOTAL REQUIRED VOLUME = 290755 (CU.FT.) ,
Murphy Family Farms Engineering P.O. Boz 759, Rose Hill NC 26466 [phone]

Grower. JCT, Designed By: JWR
Address: 412 LAFAYETTE STREET Checked By: JNT
CUNTON, NC 28328 Date: 0506/97
County: BLADEN Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation -------------------
105.00 FT.
Emergency Spillway Crest Elevation — — -- — — -- — — — — — — — -- — — — — —
Not Applicable
Top of 25 yr/24 hr Storm Storage — — — — — — — — — — — — — — — — -- — —
104.00 FT.
Top of "Heavy Rain" Storage ---------------------
103.12 FT.
Start Pump Elevation --------------------
10240 FT.
End Pump Elevation -------------.------
99.80 FT.
Top of Siudge Storage ----------------------
95.21 FT.
Seasonal High Watertable Elev. — — — — — — — — — — — — — — — — — — —
100.00 FT.
Finished Bottom Elevation — — — — — — — — — — — — — — — — — — —
93.80 FT.
Inside Top Length — — — — — — — — — — — — — — — — — — —
240.00 FT.
Inside Top Width -.—w--.-----------.------
188.00 FT.
Side Slopes — — — — — — — — — - --.----- —
3:1 H:V
Lagoon Surface Area — — — — — — — — — — — — — — — — — — —
45,120 SF
Min. Liner Thickness (if required) ----------------------
1.6 FT.
Freeboard Depth — — — — — — — — — — — — — — — — — — —
1.00 FT,
Temporary Storage Period — — — — — — — — — — — — — — — — — — —
180 Days
TOTAL DESIGN VOLUME = 317350 (CU.FT.)
Zone Depths:
Treatment 1 Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard 1 Storm Storage Zone Depth
Total Laqoon Depth
----------- 6.0 FT.
----------- 2.6 FT.
----------- 2.6 FT.
_--_---_--_ 11.2 FT.
Murphy Family Faints Englneerbg P.O. Box 759, Rose Hill NC 26468 [phone]

..W.
Grower. JCT, LLC. Designed By: JWR
Address: 412 LAFAYETTE STREET Checked By: - JNT
CLINTON, NC 28328 Date: 05/06197
County: BLADEN Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 105.00
J 1 TOP OF STORM ELEV = 104.00 I 1
1 1 1 1
1 TOP OF HEAVY RAIN ELEV = 103.12 J
1 1
STRT PMP EL= 10240 1 TOP OF TEMP STORAGE ELEV = 102.40 J
1 1
END PMP EL. = 99.80 1 TOP OF TREAT ELEV = 99.60 / SHWT = 100.00
1 1
1 1
1 TOP OF SLUDGE ELEV = 95.21 /
1 1
FINISHED BOTTOM ELEV = 93.80
Murphy Family Farms Engineering f .u. dox AW, Hose Hill NU 71456 (yru1 zum—z17 7

Address: 412 LAFAYETTE STREET Checked By: JNT
CUNTON, NC 28328 Date: 05/06/97
n
7of7
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 not required.
SHWT:
Subsurface drain the will be installed adjacent to the lagoon as shown on the site
drawing. The tile is being installed to keep the seasonal high water table adjacent
to the lagoon at or below the stop pump eleva#ion.
NOTE: See attached Waste Utilizatigp P,,I�an
.110
-tk CAR Of
941,
�SS/p
DESIGNED: = � ;r '
SEAL -
DATE:
51G 14985
LTUB.+`�•
COMMENTS: ►►,►►,,,�����`�
Murphy Fam17y Farms Engineering P. 0. Box 759, Rose Hill NC 28456 [phone]

�s1v •ter. .• vv , sew. v .r... ..�.+.+.. vrts7
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 28328 DATE: 0506/97
CQUNTY: BLADEN SHEET 1 OF 3
s
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNbATION 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 earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfili 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 1.6 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.
Mumhy Family Farms Enaineerina P.O. Box 759. Rose Hill NC 28458 19101289-2111

GROWth: JU 1, LW. Utz:P1UNr_U my.- %JYYh
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
. CLINTON, NC 28328 DATE: 05/06/97
COUNTY: BLADEN SH_E_ET 2 OF 3 _ __
When preas 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 107'5 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 10-6 cm/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 recornpaction 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.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Vlrjv TV L-1 a. vv I, L -L -v. — v .. W T V I I
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 28328 DATE: 05/06/97
COUNTY: BLADEN 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 tile 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 file will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The the 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.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

AC„7RESS: 412 LAFAYETTE STREET
CLINTON, NC 28328
CHECKED BY: JNT
DATE: 05106/97
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 / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy 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.
Murphy Family Farms Engineering P.O. Box 759, Rose H71 NC 28458 (9 i0) 289-2111

GROWER: JCT, LLC. DESIGNED BY: JWR
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 26328 DATE: 05/06/97
COUNTY: BLADEN SHEET 2 OF 2
3. Begin temporary storage pump—out of the lagoon when the fluid level reaches the
elevation 102.40 as marked by the staff gauge. Stop pump—out when the fluid level
reaches elevation 99.80. This temporary storage, less 25 year 124 hour storm,
contains 92876 cubic feet or 694715 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 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 2D0 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.
Murphy Family Farms Engfneerkg P.O. Box 759, Rose Hill NC 28456 (910) 289--2111

1.01611.fT---o. vv., r..w. -TwoI
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 28328 DATE: 05/06/97
COUNTY: BLADEN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
180 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
90 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
180 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
24 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
30 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
120 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 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.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

ADDRESS; 412 LAFAYETTE STREET
CLINTON, NC 28328
COUNTY: BLADEN
It
Emergency Action Plan
Jt51UNt=1J bY: JYYH
CHECKED BY: JNT
DATE: 05/06/97
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 iri 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
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

f
%anVrr;..41. VV i , Li+V. rev......-- — .. _,.. .
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 26328 DATE: 05/06/97
COUNTY: BLADEN SHEET 2 OF 2
goon 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 919-486-1541
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 910-862-6760.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-862-6936 for advice/technical assistance. The
Extension Service can be reached 910-862-4591 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.
BLADEN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 248, ELIZABETHTOWN, NC 28337
910-862-4591
BLADEN COUNTY SOIL AND WATER CONSERVATION DISTRICT
ROOM 122 AGRICULTURAL SERVICE CENTER
ICE PLANT RD, ELIZABETHTOWN, NC 28337 -- 9409
910-862-6936
BLADEN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 1635, ELIZABETHTOWN, NC 28337
910-862-6760
DIVISION OF WATER QUAUTY
WACHOVIA BUILDING SUITE 714
FAYETTEILLE, NC 28301--5043
919-486-1541
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

Shrine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site SpeclOc Practices
Farmstead Swine production Vegetative or wooded buffers; - J
C1 Recommended best management practices;
1" Good judgment and common sense
Animal body surfaces Dirty manure -covered animals 13' Dry floors
Floor surfaces Wet manure -covered floors EF Slotted floors;
V Waterers located over slotted floors;
• Feeders at high end of solid floors;
• Scrape manure buildup from floors;'
0 Underfloor ventilation for drying
Manurc collection pits • Urine; 21 Frequent inanure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
© Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance;
Dust Efficient air movement
Indoor surfaces Dust Washdown between groups of animals;
0 Feed additives;
❑ Feeder covers;
Er"Feed delivery downspout extenders to feeder
covers
Flush tanks Agitation of recycled lagoon 0 Flush tank covers;
liquid while tanks are filling ❑ Fixtend rill lines to near bottom of tanks with
vents
Flush alleys • Agitation during wastewater C7 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon 97Extend 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
Outsidcdrain collection Agitation during wastewater 0 Box covers
or junction boxes conveyance
A M 0 C • November 11, 1996, Page 3

Source
Cause
1# BMPs to Minimize Odor Site Specific Practicer
End of drainpipes at
Agitation during wastewater
'attend discharge point of pipes underneath
lagoon
r
conveyance
lagoon liquid Ievel
Lagoon surfaces
Volatile gas emissions;
21, Proper lagoon llgdId capacity;
-
• Biological mixing;
0--lCoriect lagoon startup procedures; •
Proven biological additives or oxidants
• Agitation
❑ Minimum surface arca-to-volume ratio;
17
]attend drainpipe outlets underneath liquid
Ei"Minimum agitation when pumping;
• Mixing while R�`_
❑ Mechanical aeration; -
• Agitation when emptying
CI Proven biological additives
Irrigation sprinkler
• High pressure agitation;.
irrigate on dry days with little or no wind;
nozzles
• Wind drift
O Minimum recommended operating pressure;
. Volatile gas emissions
❑
R"Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin
• Partial microbial decomposition;
0
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;
17
]attend drainpipe outlets underneath liquid
• Mixing while R�`_
level;iling; -
• Agitation when emptying
- O
Removd settled solids regularly
Manure, slurry or sludge
• Agitation when spreading;
❑
Soil injection of slurry/sludges;
spreader outlets
. Volatile gas emissions
❑
Wash residual manure from sprea4er after use;
❑
Proven biological additives or oxidants
Uncovered manure,
Volatile gas emissions while
13
Soil injection ofslurry/sludges
slurry or sludge on field
drying
❑
Soil Incorporation within 48 hrs.;
surfaces
❑
Sgread Ih thin uniform layers for rapid drying;
0
Proven biological additives or oxidants
Dead animals
• Carcass decomposition
W Proper disposition of carcasses
Dead animal disposal
• Carcass decomposillon
O
Complete covering of carcasses in burial pits;
pits
O
Proper location/construction of disposal pits
Incinerators
Incomplete combustion
0 Secondary stack burners
AMOC - November 11, 1996, Page 4

Source Cause HIAN toMin lmI=Odor Site Specific Practices
Standing water around • Improper drainage; GKGradc 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 RuIe/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; PIN -33 NCSU - Swine Extension
Environmental AssL.an.ce 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
9
Y 1
AMOC - November 11, 1995, Page 5

Insect Control Checklist for Animal Operations
Source Cause BM?s to Control Insects Site Saecirc Practices
sufficiently to remove accumulated solids
'utters as designed,
R Remove bridging of accumulated solids at
from
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.
Exccssivc Vegetative Decaying vegetation Malntaln vegetative control along banks of
Growth lagoons and other Impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on- impoundment's perimeter. -
Feeders Feed Spillage Gr Design, operate and maintain feed systems (e.g.,
' bunkers and troughs) to minimize the
accumulation of decaying wastage.
13K Clean up spillage on a routine basis (e.g., 7 - I0 -
day interval during summer, 15-30 day interval
during winter).
Feed Storage Accumulations of feed residues GY Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by Insuring drainage away from site
andlor providing adequate contalnmcnt (e:g.,
covered bin for brewers grain and similar high
moisture grain products).
O Inspect for and remove or breakup accumulated
solids In filter strips around feed storage as
needed.
AMIC • November 11, 1996, Page 1

Source Cause
BMPs to Control Insects. Site Specific Practices
Animal Holding Areas Accumulations of animal wastes O
Eliminate low areas that trap moisture along
and feed_ wastage
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
Cl
Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., ir4pect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling Accumulations of animal wastes 0
Remove spillage on a routine basis (e.g., 7 - 10
Systems
day interval during summer, I5-30 day interval
during winter) whert manure is loaded for land
application or disposal.
.O
Provide for adequate drainage around manure
stockpiles.
O
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, 27693.7613.
AMIC -November 11, 1996, Page 2

Mortality Manageixient Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water. . .
0"' Renderinat a rendering plant licensed under G.S. 106-168.7
Sa)CeS Ar 5 rr� F Au 1 +►a A tr. Cou-FL'n $Y ��
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 19, 1996

I

ry
4 LAGOON SITE SOILS INVESTIGATION
PROJECT:. �PIF+rG�i�E�11Z COUNTY: a.., n.:..
FIELD �JVESTIGATION BY: ,B/L)
DATE: '113,/17
SITE SKETCH
BORING NUMBER AND PROFILE I
DEPTH I
WT I 11DEM I WT
O , I
�..
/JC.O[K / TMr U .• d• { I. ] (� Ur �It {A r.n
i
•�
/ r
%/ir /'i, ► ►t { q 7,r .ra 4 ,,,1. .+ F+r'f r+ I�,u.•y. C. S "� 7 rAr ��.f t••G [ ).y r+o Y �e�.i �
/
' 1
r
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CRM I�Itt: CcA7' lf•�` 0• �+t AL I� Csi�+ CC.Iy
r►f r (4-v f,19 ° +
��LJv
�O F•.�r.+G e Ti .
O f3c.+ odlk &AT r irro+ LArrr-
F
d _ I
r / S•
zI A
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/� f..r
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z'k►tt 9 7A,07 Ct-11,
/ • ./[A/.,(.F C1 -A., (..7 t.. /-INc fA.,n 7/CfaY
r
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I�iffRwti y�,JlG
o
1;,,% fC nn -o6 /r C, / •� t r
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%`L� ��/,AFM ,,-o e J ,
BORING/ SAMPLING METHOD: c x e,ar.roa _ SIGNATURE: __ I

LAGOON SITE SOILS INVESTIGATION
PROJECT: COUNTY: I
FIELD I4FSTIGATION BY: DATE:
BORING NUMBER AND PROFILE
DEPTH I Wl 11DEPTH WT
a �•)' /' S Z r'lAcrr a Gti'
_S I l' �'r !;•v %^►I rI�'J �Ar /ir .. .q Lr �7
% /� `j �yFry i ;�F.;7n•:f l•r f �[..r. (,,rri
r
/r I �E✓ rw.f
f11r •rF7 �<�� n Srhf�rS
A0 iCrrr.^G .r Q
0.5 1 L — & AN., j.•r rn
ORA I
i OX4, 4c% 10 rrtl o Cc • ti
Gm, -,r j+r 600 Iwre AAF elf
/rsD x. ,c. .r & Q
D ! r �/ • i ! � (► f�j a T/4 ✓ �� / 7�i'O 1 CQY• h-
�• � [' 7 , T N i Cw, •, r ri E. ;t, r
•0 r69•r 7r J•f.rb•J
i
e e,/qa rJJ Y �.r•r Frrf �r�o Z t roof
� / L
10 �.rf�-e 5:. r stroy �Cr1 r
[,r
Z — f LCA
c.1,8[5
a Z•
BORING/ SAMPLING METHOD: }�„n, o,SIGNATURE:

Grower: JCT, LLC — PINEMEW NURSERY #2 Designed By: CHB
Address: 412' LAFAYETTE STREET Checked By: JNT
-CLINTON, NC 28328 Date: 05/07/97
Coun : BLADEN Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
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
Farm Population:
-------------------
-------------------
-------------------
---------------------
-------------------------------------
-------------------
-------------------
-------------------
-------------------
-------------------
-------------------
-
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) — — — — — — — — — —Y
Does Operator Want Emergency Spillway? (Y/N) — — — — -- — — — — w -N
Is This Design for an Existing Farm? (Y/N) — — — — — — — — -- —N
Is Drain Tile Req'd to Lower SHWT?.., (Y/N)----------N
Seasonal High Water Table Elev: -------------------
Freeboard: -------------------
Emergency Spillway Flow Depth: Not Applicable
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes: ----------------------
Press ALT—C to Download
contour areas see sheet 2 of 7...
Top of Dike Elevation: -------------------
Finished Bottom Elevation: -------------------
Start Pump Elevation: --------- _ ---------
Stop Pump Elevation: --.----------------
4200 Hd.
0
0
0
0
0
180 Days
7.5 In.
7.5 In.
7.0 In.
.0
0
94.40 Ft.
1.0 Ft.
3 :1 (H:V)
99.50 Ft
88.30 Ft
96.90 Ft.
94.50 Ft.
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor
Temporary =
Permanent =
Total Volume =
56744 (Cu.Ft.)
77015 (Cu.Ft.)
157500 (Cu.Ft.)
!_91,259 (Cu.Ft.)
65,792 (Cu.Ft.)
87,062 (Cu.Ft.)
169,555 Cu.Ft.
322.409 (Cu.Ft.)
Min. Required Liner Thickness ---------------------
Lagoon Surface Area (Inside TOD)---------r------------
Murnhv Family Farms Fnainaama P. D. Box 759. Rosa Hill NC 28458
11595%
113.05%
107.65%
110.69%
1.6 Ft
45,395 S.F.
0101289-2111

L7fOW9f: JV 4 , �.�� - rei��vi�rr �vn.7�n I rrc UWQIWi wu Uy. Vno
Address: 412 LAFAYETTE STREET Checked By: JNT
CLINTON, NC 28328 Date: 05/07/97
Count
BLADEN Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE --AREA VOLUMES
291,259
CF
CUMULATIVE VOL -ZONE-VO-11-1Q-69076-
Contour
END PUMP= = = = >
Elevation _(FT.)
Area (Sfj
Incr. Vol (Cu. FT)
Cumul. Vol. Cu. FT
88.30
21,359
96.90
FT
89.00
22,620
15,393
15,393
90.00
24,481
23,551
38,943
91.00
26,406
25,444
64,387
92.00
28,396
27,401
91,788
93.00
30,451
29,424
121,211
94.00
32,572
31,512
152,723
95.00
34,757
33,665
186,387
96.00
37,007
35,882
222,269
97.00
39,322
38,165
260,434
98.00
41,703
40,513
300,946
99.00
44,148
42,926
343,872
99.50
45, 395
22,386
366,257
These volumes were calculated using the vertical averaqe end area method.
TOTAL REGID VOA I`
291,259
CF
CUMULATIVE VOL -ZONE-VO-11-1Q-69076-
END PUMP= = = = >
94.50
FT
169,555 CF TR'MT
169,555
107.65%
START PUMP = = = >
96.90
FT
256,617 CF TEMP
87,062
113.05%
MAX STORAGE = = >
98.50
FT
32&409 CF STORM
65,792
115.95%
Murphy Family Farms Englneerbg
P.O. Box 759, Rose Hill NO 28458
[phone]

Grower: JCT, LLC - _PINEVIEW NURSERY #2 Designed By: CHB
Address: 412 LAFAYETTE STREET Checked By: AT
CUNTON, NC 28328 Date: 05/07/97
Coun : BLADEN Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Stora e:
Required Treatment Volume:
Animal Type
Ca aci *
ALW *
cu.ft. Ib
= Total
Nursery
4,200
30
1.00
126 000
Finishing
0
135
1.00
0
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
01
11417
1.001
0
Boars
01
4001
0.501
0
Total Required Treatment Volume (cu. ft.)= 126,000
Sludge Storage Volume:
Animal e
Capacity-*
Sto. Pen
cu.ft.
=-Total
Nursey
4,200
30
0.25
31 500
Finishing
0
135
0.25
0
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
01
1,4171
0.251
0
Boars
0
400
0.125 1
0
Total Hequired Sludge Storage Volume (cu. ft.) = 31,500
Temporary Storage Volume:
Manure Production:
Animal Type
Capacifj *
Sto. Pen
a s a=
ota
urse
4,200
180
0.30 226,80T
151,200
Finishing
0
180
1.40
0
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
0
180
13.50
0
Boars
0
180
4.001
0
I otal-manure Production (gals.) = 226,800
Total -Manure Production (cu.ft.) = 30,321
Excess Fresh Water:
Anilmal T e
Capacity *
Sto. Perin * (Pa
IO
a )-= —Total
Nursery
4,200
180
0.20
151,200
Finishing
0
180
0.90
0
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
01
1801
9.501
0
Boars
01
1801
2.701
0
Murphy Family Farms
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.) =
P.O. Box 759, Rose Hill NC 284M
151,200
20.214
[phone]

k-Ifu tn. tJV I, Lw%w — I'11VGVIGVV 1.4 %.j 7C=n 1 Tr r- LlvaIIJI IVLI Uy. vna
Address: 412 LAFAYETTE STREET Checked By: JNT
CLINTON, NC 28328 Date: 05/07/97
Coun : BLADEN Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess ofEvaporation:
Vol.= (Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (45395 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 26,480
Storm Storage:
Vol.= (Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm (in) / 12in./ft.
Vol.= (45395 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr. —24Hr. Storm Event (cu.ft) = 28,372
"Heavy Rain" Storage:
Vol.= (Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (45395 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for'Heavy Rain' (cu.ft.) = 28,372
(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") = 56,744 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) 77,015 (CU.FT)
Total Required Permanent Storage
(Treatment + Siudge) W 157,500 (CU.FT)
TOTAL REQUIREDVOLUME = 291259 (CU.FT.)
Mulphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28455 [phone]

Grower. JCT, LL - PINEVIEW NURSERY #2 Designed By: CHB
Address: 412 LAFAYETTE STREET Checked By: JNT
CLINTON, NC 28328 Date: 05/07/97
Countv: ' BLADEN 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 -----------------r---
Min. Liner Thickness (if required) ------------_--_--__
Freeboard Depth ----------------------
Temporary Storage Period ------------=------
Zone Depths:
99.50 FT.
Not Applicable
98.50 FT.
97.61 FT.
96.90 FT.
94.50 FT.
89.68 FT.
94.40 FT.
88.30 FT.
Not Applicable
Not Applicable
3:1 H:V
45,395 SF
1.6 Fr.
1.00 Fr.
180 Days
TOTAL DESIGN VOLUME = 322409 (CU. FT.)
Treatment / Sludge Storage Zone Depth -----------
Tem porary Storage Zone Depth - - - - - - - - - - -
Freeboard / Storm Storage Zone Depth -----------
Total
— -`----Total Lagoon Depth - - - - - -- - - - - -
Family Farms Englneening P.O. Box 759, Ross Hill NC 28458
6.2 FT.
2.4 FT.
2.6 FT.
11
[phone]

Grower. JCT, LL — PINEVIEW NURSERY #2 Designed By: , CHB -
Address: 412 LAFAYETTE STREET Checked By: `JNT
CLINTON, NC 28328 Date: 05/07/97
County: BLADEN Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 99.50
1 1 1 1
1 1 TOP OF STORM ELEV = 98.50 1 1
1 1 1 1
1 TOP OF HEAVY RAIN ELEV = 97.61
1 1
STRT PMP EL= 96.90 1 TOP OF TEMP STORAGE ELEV = 96.90 1
1 1
END PMP EL = 94.50 1 TOP OF TREAT ELEV = 94.50 1 SHWT = 94.40
_ 1 1
1 1
1 TOP OF SLUDGE ELEV = 89.68 1
1 1
FINISHED BOTTOM ELEV = 88.30
Family Farms
Box 759, Rose Hill NC
(910) 289--2111

Grower: JCT, LLC - PINEVIEW NURSERY #2 Designed By: CHB
Address: 412 LAFAYETTE STREET Checked By: JNT
CLINTON, NC 28328 Date: 05/07/97
7of7
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 not -required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
-41
DATE: 5,[&,Lg
COMMENTS: The lagoon has been des
.�`,,S' k CAROB/y''%
~�•� �►QQO�E85lp�`9 ;
SEAL
14985
"s ~
:,mow �
f�AL���'`���
as an irregular s�iape.
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 caeture on the lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape.
P.O. Box 759, Rose H!!1 NC 28458
f910) 289-2111

c
0
HYDRAULIC REPORT FOR
PINEVIEW NURSERY #2
PUMP STATION ANALYSIS
J. NEAL TUCKER, P.E.
MAY 6, 1997
%`,��l�llllllffj`f.4
GARn
-
14985
","Ole""
l�ll �L `N •
,

LIFT STATION OUTPUT SUMMARY (Line 1
FORi"E MAIN
F.M. LENGTH (ft)
= 300
F.M. DIAMETER (in)
= 6.064
HAZEN-WILLIAMS C
= 140
OUTFALL INVERT ELEV
= 98.5
EXIT LOSS COEFF
= .75
OUTFALLS INTO LINE #
Outfall
NATURAL GROUND ELEV
= 95
DISCHARGE PIPING
DIAMETER (in) = 4.026
AVE PIPE LENGTH (ft) = 60
HAZEN WILLIAMS C = 140
WET WELL AREA (sf) = 20
PUMP FILE
PUMP DATA
1st PUMP ID =
4WHV-65IMP
PUMP ON ELEV =
93.76
PUMP OFF ELEV =
91.76
No FITTINGS =
0
LOSS COEFF =
0
2nd PUMP ID =
4WHV-65IMP
PUMP ON ELEV =
94
PUMP OFF ELEV =
91.76
No FITTINGS =
0
LOSS COEFF
= 0
3rd PUMP ID
=
PUMP ON ELEV
= 0
PUMP OFF ELEV
= 0
No FITTINGS
= 0
LOSS COEFF
= 0
4WHV-65IMP
4WHV-65IMP
Q (gpm) HD
(ft)
Q (gpm) HD
(ft)
Q (gpm)
HD (ft)
40.00
36.75
40.00
36.75
0.00
0.00
100.00
32.50
100.00
32.50
0.00
0.00
125.00
31.75
125.00
31.75
0.00
0.00
175.00
29.00
175.00
29.00
0.00
0.00
225.00
27.25
225.00
27.25
0.00
0.00
275.00
25.00
275.00
25.00
0.00
0.00
325.00
23.00
325.00
23.00
0.00
0.00
375.00
21.50
375.00
21.50
0.00
- 0.00
425.00
18.50
425.00
18.50
0.00
0.00
490.00
14.00
490.00
14.00
0.00
0.00

LIFT STATION OUTPUT SUMMARY (Cont'd)
STATION OPERATING POINTS (Feet above respective Pump On elev)
1st ON 1st & 2nd ON 1st, 2nd & 3rd ON
Q
(gpm)
456
755
0
PUMP ID
(cfs)
1.0
1.7
0.0
HD
(ft)
9.92
1.6.86
0.00
V
DP (ft/s)
11.5
9.5 / 9.5
0.0 / 0.0 / 0.0
V
FM (ft/s)
5.1
8.4
0.0
INDIVIDUAL PUMP
OPERATING
POINTS (Total dynamic head)
PUMP ID
1st ON
lst & 2nd ON 1st, 2nd
& 3rd ON
4WHV-65IMP
456 gpm
377 gpm
0
gpm
16.3 ft
21.4 ft
0.0
ft
4WHV-65IMP
377 gpm
0
gpm
------
21.4 ft
0.0
ft
0
gpm
------
------
0.0
ft

do
r
LIFT STATION OUTPUT SUMMARY (Cont'd)
MODyFIED PUMP CURVES
(Reflects losses from
pump to station header)
1st
2nd
3rd
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
40.00
36.68
40.00
36.68
0.00
0.00
100.00
32.11
100.00
32.11
0.00
0.00
125.00
31.17
125.00
31.17
0.00
0.00
175.00
27.91
175.00
27.91
0.00
0.00
225.00
25.52
225.00
25.52
0.00
0.00
275.00
22.49
275.00
22.49
0.00
0.00
325.00
19.59
325.00
19.59
0.00
0.00
375.00
17.05
375.00
17.05
0.00
0.00
425.00
12.89
425.00
12.89
0.00
0.00
490.00
6.70
490.00
6.70
0.00
0.00
COMBINED MODIFIED PUMP CURVES
1st ON
ist & 2nd
ON
1st, 2nd
& 3rd ON
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
` 40.00
36.66
80.00
36.68
0.00
36.68
100.00
32.11
200.00
32.11
0.00
32.11
125.00
31.17
250.00
31.17
0.00
31.17
175.00
27.91
350.00
27.91
0.00
27.91
225.00
25.52
450.00
25.52
0.00
25.52
275.00
22.49
550.00
22.49
0.00
22.49
325.00,
19.59
650.00
19.59
0.00
19.59
375.00
17.05
750.00
17.05
0.00
17.05
425.00
12.89
850.00
12.89
0.00
12.89
490.00
6.70
0.00
6.70
0.00
6.70
SYSTEM CURVES (Feet
above respective Pump On elev)
ist ON
1st & 2nd
ON
1st, 2nd
& 3rd ON
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
Q (gpm)
HD (ft)
0.00
5.25
0.00
5.01
0.00
0.00
94.44
5.49
94.44
5.25
0.00
0.00
188.89
6.15
188.89
5.91
0.00
0.00
283.33
7.16
283.33
6.92
0.00
0.00
371.78
8.52
377.78
8.28
0.00
0.00
472.22
10.20
472.22
9.96
0.00
0.00
566.67
12.20
566.67
11.96
0.00
0.00
661.11
14.51
661.11
14.27
0.00
0.00
755.56
17.12
755.56
16.88
0.00
0.00
850.00
20.04
850.00
19.80
0.00
0.00
* Static head based on free outfall, force main flowing full.

GROWER: JCT, LLC — PINEVIEW NURSERY #2 DESIGNED BY: CHB
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 28328 DATE: 05/07/97
COUNTY: BLADEN 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 earthfill 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 1.6 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. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: JCT, LLC — PINEVIEW NURSERY #2 DESIGNED BY: CHB
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 28328 DATE: .05/07/97
COUNTY: BLADEN ____ SHEET_2 OF 3
Wherrareas 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 10-3 ' 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.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

GROWER: JCT, LLC - PINEVIEW NURSERY #2 DESIGNED BY: C B
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 28328 DATE: 05/07/97
COUNTY: BLADEN 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 dissipater: 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 the 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 the drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tle 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.
Murphy Family Farms Erwineeri m P.O. Box 759, Rose Hill NC 28458 [phone]

UNUVVCYI: 'it -0 I, LLV — r11VCV1CVV IVurnvL_n I irc u I . vf7o
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 28328 DATE: 05/07/97
COUNTY: BLADEN 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 / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy 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.
Mumhy Family Farms Engineering A O Box 759, Rose Hill NC 28458 [phone]

GRUVVLK: JU 1, U_U — MNtVItVV NUM)WIT Ve- UtOlUNLU UT: Urib
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
CLINTON, NC 2&328 DATE: 05/07/97
COUNTY: BLADEN SHEET 2 OF 2
3. Begin temporary storage pump—out of the lagoon when the fluid level reaches the
elevation 96.90 as marked by the staff gauge. Stop pump—out when the fluid level
reaches elevation 94.50. This temporary storage, less 25 year 24 hour storm,
contains 87062 cubic feet or 651226 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 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.
Murphy FamllY Farms Enalneedho P.O. Box 759 Rose Hill NC 28458 [phone]

Urj%jVVr-n. O%a I , "%a — F'IIVGVIGVV IVvf1VLn I 7r/G LlL..v1%.AVIL4J u I . vno
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
ti CLINTON, NC 28328 DATE: 05/07/97
COUKTY: BLADEN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120 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
60 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) -
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 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 ESTBUSHED. _
Murphy Family Farms Engineering P. 0. Box 759, Rose Hill NC 28458 [phone]

CaHUVVtH: A; 1, LLL+ — 1-1N1=VICVN NUH-DChi T 1Fc UC01l3INCU DT: %aria
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
rt CLINTON, NC 28328 DATE: 05/07/97
C(1-UNTK: BLADEN 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
Murphy Family Farms Engineering P.O. Box 759, Rase Hill NC 28458 (910) 28,4-2111

GROWER: JCT, LLC — PINEVIEW NURSERY #2 DESIGNED BY: CHB
ADDRESS: 412 LAFAYETTE STREET CHECKED BY: JNT
. A CLINTON, NC 28328 DATE: 05/07/97
C UNiY: BLADEN SHEET 2 OF 2
*Lagoon pro ems 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 919-486-1541
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 910-862-6760.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-862-6936 for advice/technical assistance. The
Extension Service can be reached 910-862-4591 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.
BLADEN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 248, ELIZABETHTOWN, NC 28337
910-862-4591
BLADEN COUNTY SOIL AND WATER CONSERVATION DISTRICT
ROOM 122 AGRICULTURAL SERVICE CENTER
ICE PLANT RD, ELIZABETHTOWN, NC 28337 — 9409
910-862-6936
BLADEN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 1635, ELIZABETHTOWN, NC 28337
910-862-6760
DIVISION OF WATER QUALITY
WACHOVIA BUILDING SUITE 714
FAYETTEILLE, NC 28301--5043
919-486--1541
Murphy Family Farms Englneemg P.O. Box 759, Rose Hill NC 28458 [phone]

Producer: R ►tee Vi c t) f_ --V- m 5
Location: 5tR l Oa 1
Telephone: 9 to a a a t t
Type Operation: w«r.- ce d e_ ­
Number of Animals: -r4(DC)
(Design Capacity) ,
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where 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.ofthe. waste and to ensure. that it is applied in an-...
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated sods, when it is raining, or when the surface is
frozen. Either of these conditions may result in runoff to surface waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential,for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
_---report-from your waste management facility.. Attached.you-will-find information -on....
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with. 15A
NCAC 2802°17 adopted by the Environmental Management Commission.

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Amount of Waste Produced Per Year(gallons fB, tons, etc.)
Iy W animals X,q (amt.) waste/mimallyear = 3 -5-1$ (amt) wastelyear.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
%0 animals X .' lbs. PAN/animal/year = yb3albs. PAN/year. (PAN from N. C. Tech.
Guide Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
if No. - Tvne . - Per Ac_' * Utilized Annlication
r
19��r�,�,�
Total ! 13•S3 ! y '70!J !
* This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N -must be based on realistic yield
NO The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Ad will require farmers in
- some eastern counties of North Carolina to have a nutrient management plan that addresses
•- , aU nutrients. This plan only addresses Nitrogen.
2

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 f �1 . g 3 T01
Table 2
Total 1 3: 5 3 L! q O `I
Amount ofNProduced H o'3
Surplus oxjefic -7
NOTE: The Waste Utilization Plan must contain provisions far 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
3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by irrigation
Field Soil Type Crop Application Application
No. Rate (M-10 Amount ML)
THIS TABM IS NOT NEEDED IF WASPS IS NOT DE NG APPIM BY IRRIGA'T'ION, HOWEVER A SU IIL4R TABLE WELL
BE 1EMED FOR DRY IMER OR SLURRY.
• Your facility -is designed forl40 days of temporary storage and the temporary storage
must be removed on.the average of once every MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation 4-5'rtc ( amtoma^ sk-C-F
Call the local Natural Resources Conservation Service (formerly Soil Cbnservhtion
Service) or Soil and Water Conservation. District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.
Go A
6erMUCI2
. -S
S
,Vy A
CrMuA
.5
, 5
A,413
13 lk
THIS TABM IS NOT NEEDED IF WASPS IS NOT DE NG APPIM BY IRRIGA'T'ION, HOWEVER A SU IIL4R TABLE WELL
BE 1EMED FOR DRY IMER OR SLURRY.
• Your facility -is designed forl40 days of temporary storage and the temporary storage
must be removed on.the average of once every MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation 4-5'rtc ( amtoma^ sk-C-F
Call the local Natural Resources Conservation Service (formerly Soil Cbnservhtion
Service) or Soil and Water Conservation. District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.

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

REQUIRED SPECIFICATIONS
(continued)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to
control conditions conducive to odor or flies and provide uniformity of application..
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that no
more than 20 to 25 percent of the leaf area is covered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste nutrient loading rates on these soils should
be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop
on bare soil.
11. Animal waste shall not be applied closer than 25 feet to surface water. This distance
may be reduced for waters that are not perennialprovided adequate vegetative filter
strips are present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
ight-o£ways.
15. Animal waste shall not be discharged into surface waters, drainageways or wetlands by
a discharge or by over -spraying.. Animal waste may be applied to prior converted
wetlands provided they have been approved as a land application site by a "technical
specialist". Animal waste should not be applied on grassed waterways that discharge _
directly into water courses, and only thea at agronomic rates provided the application
causes no runoff or drift from the site.

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REQUMED SPECIFICATIONS
(continued)
16. Domestic and industrial waste'from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system..
17. Lagoons and other uncovered waste containment structures must maintain a maximum
operating level to provide adequate storage for a 25 -year, 24-hour storm event in
addition to the one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas
where considered appropriate. Lagoon areas should be kept mowed and accessible.
Lagoon berms and structures should be inspected regularly for evidence'of erosion,
leakage, or discharge.
19. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
20. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should
be kept on site.

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
C� Renderinpa rendering plant licensed under G.S. 106-168.7
Sb s A -F $ rrf-= rc:�P— Pe� Au I" A L Couzr--n 0-11 gY `rKL-`-K
❑ 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

Insect Control Checklist for Animal Operations
- Source Cause BMWs to Control Insects Site Specific Praclices
Flush Gutters Accumulation of solids ar Flush system Is designed and operated
sutTelently to remove accumulated solids from
mutters as designed,
Sit' 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 b -
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 water's edge on impoundment's perimeter.
Feeders Feed Spillage Gr Design, operate and maintain feed systems (e.g.,
l bunkers and troughs) to minimize the
accumulation of decaying wastage.
C� Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer, 15-30 day interval
during winter).
• Accumulations of
AMIC - November 11, 1996, Pagc I
GY 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).
O Inspect for and remove or breakup accumulated
solids In titter strips around feed storage as
needed.

Source Cause
Animal Holding Areas Accumulations of animal wastes 0
and feed wastage
Dry Manure Handling Accumulations of animal wastes 0
Systems
.O
D
BMPs to Control Insects. Site Specific Practices
Eliminate low areas that trap moisture along �T
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, 27695.76 f3.
AMIC -November 11, 1996, Page 2
'4

SWine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices .--
Farmstead Swine production Vegetative or wooded buffers;
❑ Recommended best management practices;
I" Good judgment and common sense
Animal body surfaces Dirty manure -covered animals A' Dry floors
Floor surfaces Wet manure -covered floors Slotted floors;
G�Watcrers located over slotted floors;
0 Feeders at high end of solid floors;
CI Scrape manure buildup from floors;'
❑ Underfloor ventilation for drying
Manure collection pits Urine; 91' Frequent immure removal by flush, pit recharge,
Partial microbial decomposition or scrape;
13 Undeffloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance;
Dust S ' Efficient air movement
Indoor_ surfaces • Dust Washdown between groups of animals;
0 Feed additives;
0 Feeder covers;
eFeed delivery downspout extenders to feeder
covers
Flush tanks Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling 0 Extend rill lines to near bottom of tanks with
vents
Flush alleys Agitation during wastewater ❑ Underfloor flush with underfloor ventilation
conveyance
Pit recharge points Agitation of recycled lagoon 61'Extend recharge lines to near bottom of pits ,
liquid while pits are filling with anti -siphon vcnts
Lift stations Agitation during sump tank O 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 - BMPs to Minimize Odor Site Specirle Practices
End of drainpipes at Agitation during wastewater Extend discharge point of pipes underneath
Tadoon conveyance lagoon liquid level '
Lagoon surfaces Volatile gas emissions; ! Proper lagoon liquid capacity; '
• Biological mixing; M"boriect lagoon startup procedures; ..
• Agitation ❑ Minimum surface area -to -volume ratio;
O/Minimum agitation when.pumplag;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation;, 5)'Irrigate on.dry days with little or no wind;
nozzles . Wind drift ❑ Minimum recommended operating pressure;
G."Pump Intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; E3 Bottom or midlevel loading;
surface . Mixing while filling; ❑'rank covers;
• Agitation when emptying 0 Basin surface mats of solids;
-
❑
Proven biological additives or oxidants
Scaling basin surface •
Partial microbial decomposition;
❑
Extend drainpipe outlets undemeath liquid
. •
Mixing while filling;
level;
•
Agitation when emptying
❑
Remove settled solids regularly
Manure, slurry or sludge •
Agitation when spreading;
❑
Soil injection of slurrylsludges;
spreader outlets .
Volatile gas emissions
0
Wash residual manure from spreader after use;
©
Proven biological additives or oxidants
Uncovered manure, •
Volatile gas emissions while
0
Soil injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil Incorporation within 48 hrs.;
surFaccs
❑
_
Spread in thin uniform layers for rapid drying;
G .
Proven biological additives or oxidants
Dead animals •
Carcass decomposition
6Y Proper disposition of carcasses
Dead animal disposal •
Carcass decomposition
❑
Complete covering of carcasses in burial pits;
pits
0
Proper location/construction ofdisposal pits
Incinerators
Incomplete combustion
❑
Secondary stack burners
AMOC -November 11, 1996, Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around Improper drainage; GKorade and landscape such that water drains
facilities Microbial decomposition of away from facilities '
organic matter
Manure tracked onto • Poorly maintained access roads 67Farm 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 Manurc Management: Pit Recharge - Lagoon Treatment; EBAE 128.88
NCSU - BA E
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 - BA E
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings ; PIH -33
NCSU - Swine Extension
Environmental Assu. ance 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; PROW, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5

EXHIBIT b -i
=GATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: TD, ne 9", e, - MFF • County: ¢ i a e,"e -
Address: sp%
o ; i� C- Date:
t _
Telephone: q(O -a "1 ill
TABLE 1 - Field Specifications
Fieldl
Number.
.Approximate
Mailmum
Useable Stza
ofFleld2
(acres) Soli Typ a
Scope
(4/0)
Crop(s)
Maximum
Application
Raid
(Mir)
MaArnurn
Appilcailon •
per Irrigation
Cy+el43,
(inches)
i
Comment
1
7 • QA
a
AA-GoA
3-5
ac�
�S
3
' .o3 NoA
3 -5
gerh,�eC.
1. pl
e
lSee attached map. '
2Total field acreage minus required buffer areas. '
3Refer to N. C. Irrigation Guide, Field Office Tecimical Guide, Section II G. Annual application'must not ekcced the agronomic rates for the soil and crop used.
NRCS, NC
JUNE, 1996

EXHIBrf 0 -'-
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of E ui rnent:
Yn � n
A E , ,. e
Drive
Q�ctEL; re -Gk
,
Fieid Not
and
Hydrant Not
Travel
Speed
(H/min)
Application
Rate
(tn/hr)
TRAVEL LANE
Elective Ef%ctive
Width (hj Len {h)
Wetted
Diameter
Ceti
Nozzle
Diameter
(inches)
EQUIPMENT SETrINOS
Operating Operating
Pressure Pressure
Gun (psi) Reel (psi)
Arc
Pattern3 Comments
3-7
180
'111
1.1
.75
Lo.
w.
7 °I
11U
(.9
Q C5
75
T
3
� .79
, 3'1
IfG
991
9
-�
180
i-{6 1
99
Tr3
a.I
fo
I5
Ct qi
c>?
Z
l See attached map.
'2Show separate entries for each hydrant location in each Field.
3U5e the following abbreviations for various arc patterns: F (Cull circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degrees of are.
NRCS, NC
NNE, 1996

BXHMIT D•3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment:
Field Not
and
Line Not
(lumber of
Hydrants
Wetted
Diameter
(fect
Hydrant Spacing (ft)
Along Between
Pipeline Pipelines(In/hr)
Application
Rate
OPERATING PARAMETERS
Nozzie Operating Operating
Diameter Pressure 'Time
inches Gun sl Hydrant (hri
Comments.
r
IS cc attached map.
2Show separate entries for each pipeline with hydrants in each Geld.
MRCS, NC
JUNE, 096

a
TABLE 4 - Irrigation System SpeciCcations
t
TABLE 5 - Thrust Block Specifications
Tleslaner mnv nravide thrust h1nelt do -milt nn srnarnte chret.
THRUST BLOCK
LOCATION AREA (59- ft.
900 Bend .-7 to
Dead End . (,
Tee t, ck-7 -
[.. x.03
'See USDA -MRCS Hold Office Tecluiical Guide, Section IV, Practice Code 430 -DD,
EXHIBIT• D-4
NRCS, NC
JUNE, 1996
Traveling
Irrigation Guri
Solid Set
Irri atlon
Flow Rate of Sprinkler (gpni)
tia
pertiting Pressure at Pump (psi)
I
Design Precipitation Rate (in/hr)
Hose Length (feet)
�U I
XXXXXXXX
Type of Speed Compensation
'
XXXXXXXX
Pump Type (PTO', Engine, Electric)
�e
Pump Power RequIrenwnt (tip)
, Q
t
TABLE 5 - Thrust Block Specifications
Tleslaner mnv nravide thrust h1nelt do -milt nn srnarnte chret.
THRUST BLOCK
LOCATION AREA (59- ft.
900 Bend .-7 to
Dead End . (,
Tee t, ck-7 -
[.. x.03
'See USDA -MRCS Hold Office Tecluiical Guide, Section IV, Practice Code 430 -DD,
EXHIBIT• D-4
NRCS, NC
JUNE, 1996

r..
IRRIGATION SYSTEM DBSI NER
Name: Ka. e -e— -
Company: M' 1,_/ Fc, -P^0 rq r eo
Address: PO do -7 c) fid e H �. .
-Phone: 1710 a.«<.
REQUIRED DOCgrAENTATION
fi
E HMIT D-5
• Cr arr; �u► i�
S/x/97
p x 7 Sq �•s� ��1 �i `Mrs
9to ;Sq -4111 M,. IM
i�
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 lateral pipe sizgs.
4. Sources and/or calculations used for doiermining application rates.
5. Computations used to determine the siu of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for lhe`irrigation pump, traveler and spristkler(s).
7. Manufacturer's specifications for thc�irrigation pipe and/or USDA -MRCS standard for IrrIgdtlon 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 designei to consider all relevant factors at a particular site and address them as
appropriate.
9. Irrigetion pipes should not be tnstallcd' in lagoon or storage pond embankments without the cpproval of the designer.
NOTE: A buffer strip 50I feet wide! or wider must be maintained between the limits of the irrigation system and all perennial ,
streams and surface waters per. NC Statutes.
'i
i
NRCS, NC
JUNE, 1996
0

EXHIBIT D-6
Narrative of Irrigation System Operation
)escribc the operation of the system in the space provided below or on a similar sheet most convihient to the designer/supplier,
nclude procedures such as start-up, shut -down, winterization and regular maintenance of all equipment.
Y
NRCS, NC
JUKE, 1996
Wirt
M041 "WA
JRM
����j
-
PIr 19MI 2 / ` i
.�.�._... ..` W WE AM - _ .� IWM
! . / Lr '�
Y
NRCS, NC
JUKE, 1996

. - y

29.5 Ac+/
-
C TT;)N
!3,53 acre s .
FMPE Ll

r
W
n
1
'
'�
r,� �
O
�l
1 3 �'
n,
� • .co
0
cM1
1
_

• , 4c x'100�9 599,060!2!a
541► n l W wS�Q. vo�u v�nE 4 �w10.� r
�O�C rrrtK y daGrGS
.Ln eACGSS OF CLQ. (3Y- AcAoQ V% SL'✓TGCG�
10 Cil 1J- Y'\
..................
nif��-�n� C`a55 dy.�• .--l�ri poo
po
0

T1 �1nG+nn► C :r: •.k\e-f ��SJtn�e. �oo�s
I —t u — -- r
LOSS Kron � CA 3 1 5 ► 4eFror "% r%"gLr-6rara
o°?. F R.
Ib.I\Ps't
J
�P �'�" rid � � 5 X a 5C • � � `b . � a N ,-� .� ! 0 ,OHP ----
X
3160 . 9;5 C.'r
���s+__�31a[lC�_......_. �F�►f�►s_i'...�,3�ack... �ircg ..� rt�rws.`%._....___.._..._.. _ ....._. ...._ . _ ...
OOC) l b s '� I � .� -I
500 I b K+A
4� ci Loo.. 'IC -0 0--
.
4 Goo
1 60o
11

�`� an aye e fig. ��n �o�� � s W � I f .�; ,. �►
q T i D ►1 c o'CA,
d

?r:.:�: .Y::`s5'r��'_-irt.�E•- • a� •-�� •� y - _ - si,.f� :^n: "?:.,.':T • '1!yr�t,�;i : �1f .'�.r [c _"�.� •_5 y., ..�,:n: '?.e'it i:$.�rF.� "-r. ��r. -"•:.
27,E PERFORm'"ANCE GUIDE
27A X 820' WATER -REEL PERFORMANCE
INCHES DEPTH OF APPLICATION
TRAVEL SPEED - FEET PER HOUR
NELSON SPRINKLER SYSTM 'IRRIGATED
SR100 PERFORMANCE INLET - -' ' AREA
& NO2: PSI GPM • DIA PSI WIDTH X LNGTH
40
50
75
100
126
150
226
.812"
50
100
230
76
161 X 901
1.3
1.0
0.7
0.5
0.4
0.3
0.2
Ring
60
110
245
89
172 X 906
1.4
1.1
0.7
0.5
0.4
0.4
0.2
or.7"
70
118
260
102
182 X 911
1.4
1.1
0.7
0.5
0.4
0.4
0.2
Taper
80.
50
127
115.
275
240
115
193 K 916
1,4
1.1
0.7
0.6
0.4
0.4
0.2
.657"
81
168 X 904
1.4
1.2
0.8
0.6
0.5
0.4
0.3
Ring
_ 60
125
260
04
182 x 911
1.4
1.2
0.8
0.6
0.6
0.4
0.3
or .75:"'
70
135
275
108
193 X 916
1.5
1.2
0.8
0.6
0.5
0.4
0.3
-Taper'
80
145
285
122
200 X 920
1.5
-1.2
0.8
0.6
0.5
0.4
0.3
.895"
1.6
1.2
0.8
0.6
0.5
0.4
0.3 -
50 .
129
250
85
175 X 908
Ring
60
141
270
100
189 X 915
1.6
1.3
0.8
0.6
0.5
0.4
0.3
or .8"
70
152
290
114
203 X 922
1.6
1.3 .
0.8
0.6
0.5
0.4 •
0.3
Taper
60
163
300
129
210 X 925
1:6
1.3
0.9
0.7
0.5
0.4
0.3
.927"
50
150
255
94
179 X 909
1.8
1.4
0.9
0.7
0.8
0.5
0.3
Ring
50
164
275
110
193 X $16
1.8
1.4
1.0
0.7
0.6
0.6
0.3
or.85"
70
177
295
126
207 X 923
1.8
1.4
1.0
0.7
0.5
0.5
0.3
Taper,
80
189
305
142
214 X 927
1.9
1.5
1,0
-0.7
0.6
0.5
0.3
167
260
101
182 X 911
1'.9
1.5
1.0
0.8
0.6
0.5
0.3
.965"
50
Ring
60
183
280
119
196 X 918
2.0
1.6
1.0
0.8
0.6
0.5
0.3
or .85"
70
198
300
136
210 X , 925
2.0
1.6
1.1
0.8
0.6
0.5
0.4
Taper
80
211
315
153
221 X 930
210 X 925
2.0
1.6
1.1
0.8
0.6
0.5
0.4
1.0"
50
204
900
119
2.0
1.6
1.1
0.8
0.7
0.5
0.4
Taper
60
224-
316
141
221 X 931
2.1
1.7
1.1
0.9
0.7
0.6
0.4
Bore
HOURS FOR 820 FEET OF TRAVEL:
20.5
16.4
10.9'
8.2
6.6
6.5
3.6
System Inlet pressure shown above is for Turbine 0rfve3. Engine Drives will be approx 10 PSI f ower.
Area covered may vary depending an wind conditions, field dimensions and use of unspecified sprinklers.
the average area covered per run Is 4 acres.
The 'System Inlet Pressure' is the pressure Ieyuired 2i1 the lraveler Inlet. It Includes allowances for the traveler plumbing and
drive, PE tube and sprinkler pressure. Turbine drives will require additional pressure at higher speeds. 11 does not Include any
Pressure all6wences for field elevation or mainline pressure loss.
Use the small 9carboz pulley at ground Spends above 75 1,,,
.1 per trove.

A- Aar ve
... ..47r,L��Ai J M•• w�.4M r��j[ r A-pIT .
%�Fe le I4, re C- t
AA te,
Ler�ti
C'�v� 9 oc3
10 c"k
At
[... �ICriS�.C. • 80
`�-- vpyc- Gl.�a Flare rsG� .Qo�
G e.«.4j
_ __FUSE SCNEDALE 9c

CONSTRUCTION NOTES
Use Class 200 Gasketed PVC pipe.
Use Schedule 80 Fittings
Install pipe with a minimum cover of 20".
Do not dig trench beyond changes of direction or ends of mainline -- must
have undisturbed earth to support thrust blocks.
Dig a wedge into the trench bank to form the thrust block area.
bl.efr wrcq
Refer to the design for thrust block calculations. Use no less than the
minimum required area of concrete.
Install 2" air...reliefs (AV150's) where designated by "AN." on the scaled
-drawing{s).
A technical specialist with "I" designation must be notified 2-3 days before
installation so that he/she may schedule inspection visits during installation.

11.
ENGINE DRIVE %-urve 4114 rage oml I
Dated 1-3-72
k.
own ROOM
mam.
Bog
m
ms
LEMN
No MIME m
mat.401 C.I. Pam N.. H-- 928 Moeii.*& K-i93a t VARIOUS &p.m, cyc *I
k%poftrl, M-WrUl C - 1. P-IL"L-3004 L-30" 010. ' -1/2- FILL T.O..LL ..I*, b:
. &—I go- F, -a..
5 Mix I mum WORKING PMESSUPIC 2-17 psi
FQCM�
20
4
own ROOM
mam.
Bog
m
ms
LEMN
No MIME m
mat.401 C.I. Pam N.. H-- 928 Moeii.*& K-i93a t VARIOUS &p.m, cyc *I
k%poftrl, M-WrUl C - 1. P-IL"L-3004 L-30" 010. ' -1/2- FILL T.O..LL ..I*, b:
. &—I go- F, -a..
5 Mix I mum WORKING PMESSUPIC 2-17 psi
FQCM�
20
4
10
0
t!3
elmF
A
2 A
O
O
TOSL
50 100 150 200 250 )00 350 400 450 500 550 600 650 700 750 800
CAPACrrY IN U.S. GALLONS PER MINUTE.
C-7046 T C-7046 10-27-11 'MODELB2-r' J Q BM ]
-Mil o.. 9-5-1-
81211

LISTERJIVECO POWER UNIT.
WATER-COOLED
January 1, 1996
LPU.WC
MODEL.
NET CONTINUOUS HORSEPOWER
LOWEST
FUEL
CONSUMPTION
ENGINE SPEED, RPM
1600
1700
1800
1900
2000
2100
2200
2500
LPW2
9
10
11
11
12
13
13
15
.380 0 2000
LPW3
14
15
16
17
18
19
20
23
.380 @ 2000
LPW4
18
19
22
23
25
26
27
31'
380 2000
LPWT4
28
31
33
35
36
39
41
43
.400 @ 1800
-80311
34
36
39
40
42
43.
44
48
.362 ® 1800
1. NET CONTINUOUS HORSEPOWER rating includes fan, air cleaner, and muffler,
if equipped.
2. LOWEST FUEL CONSUMPTION is in lb/hp-hr:'
Gallons/hour = Actual hp x Ib/hp-hr
7.076
3. DERATING:
N.A. engines: -
Temperature - 2% per 10°F above 85°F;
Altitude = 3.5% per 1000 FT above 500 FT
Turbocharged engines (LPWT4):
Temperature - .3% per 10°F above 85°F;
Altitude - 2.5% per 1000 FT above 500 F['
•
0

BIG GU'N@ PERFORMANCE TABLES
Nozzle Noult Nozzle
G"
MI. GPM 01A.• DIA, I GPM 9
83
110 1 76
IE
Nozzle
65-
GPM CIA.
Nozzle
* 71
GPM DIA.
Nozzle
.75,
GPM OW
NozzleA.. GPM
a" I as,
vi ' GPM PM D.
Nozzle
' V
GPM 01A,
Nozzle
I JDI
GPM DIA
No.:Iv
GPKI DIA
Ring
Riftf
,
DIA
-A .
Ring
34
a7 235,
100
2451
1115 256'
130 265' %54 273*
1155 260,
204 300*
330 365,
Emmm=
895*
NMROZ =
&fwL=_0R rd-AMMM62
MUM&MM
Colo%=
103 263•
120
27Y
136 M,
155 295' ITT 307
121 310*
243 338'
315s.
C, 2 k.. DIA.
GPr4
Z..
GPM'
011,
i GPM
117 26.3'
3
3.5
M
M'
155 306'175
il5, 201 326.
too
274 362,
iss 330'
-
'05"
129 no":
1",'Cl 50
25,'
67'
7260-
129 303'
150
315-
M 324,
195 222 344, 1
247 355'
304 350'
5011S ER I ESM I G`GU NS W'11
TRAJECTORY-!-''
;0'.�i:fAPER,EIORE:1'40ZZLES�,,U.
- wm
IS$.
Nozzle
7.
GPM DIA.
Ring
Ring
Nozzle
Ring
No.:Iv
GPKI DIA
Ring
Riftf
,
DIA
-A .
Ring
34
Ring
60
110 265,
712'
7681
275
F12'
330 365,
apr
895*
26W
fpeww_.14�5
.
927-
221!
abs'
P.5 I
GPM
oil,
GPw
DIA.
Gpm �l A.
315s.
C, 2 k.. DIA.
GPr4
Z..
GPM'
011,
i GPM
DIA
3n
.
a 5, 4 10
1:1.•,'­'L!56'.T, -225'
too
100
iss 330'
-
'05"
129 no":
1",'Cl 50
25,'
67'
7260-
60
61
235'..
9e
24C'
4 30
!!S
..5
141
204 350,
251 320 395*
365
4::,
29C
545 .so
90
310 390*
04
250
60..
IC75 a . cy
wt
4 465,
152
485,
177
255'
.-195
30.
,.752
110
340 410'
215!
12'
285'C.5
406--
660
500'
i 755
520'
goo
J0
106n
57t.
;_'1i7
275':55.4'.!:295:.it
445
65
450
173
495,
'7201
315,
:;t24
-1:!5.
10c.
10.
270,
124
263,
370 425y
25 e<y
ws,
t62
S6! 1
21"
2X,
335
'. 1
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. . "- -
V -
_;'275`.
275.,
- I
.30;7 .:2-0.
- ';
-
14 6
0
i
485"
335
TV,
-
5011S ER I ESM I G`GU NS W'11
TRAJECTORY-!-''
;0'.�i:fAPER,EIORE:1'40ZZLES�,,U.
- wm
IS$.
Nozzle
7.
GPM DIA.
I ljoilld
GPM DIA.
NozV If It
GPV 01A.
Nozzle
NO2.10
GPLI 01A,
No.:Iv
GPKI DIA
I•
&Ttip
Ring*,
34,
GPL%"
,
DIA
-A .
Ring
DIA
34
MWA=011zi
60
110 265,
143 265,
162 305, 47! 325'
275
.•4!1
330 365,
385 350,
=.
26W
fpeww_.14�5
.
rm-mmmaaw =.mmmm=,1.;rmp:
221!
:140,
-3pm.t
'375'
80
US 290'
165 310'
-
210 335'
315s.
- -Ti'. .!
.1 360
&As
F00. MMM
340'
. V.11
*�m
m�
3n
.
a 5, 4 10
395*
•;.
too
143 310'
iss 330'
-
235 375,
%55
4X
42! 920;
500 _40 -
IT= mv=U1.W;ff
ft,
WVAW,
-
157 31. 5'
•
4 30
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120
157 330-
204 350,
251 320 395*
365
4::,
465 .,0'
545 .so
PAI.
F14V
GPM' 86, DIA_
R,'9
97-
GPMDIA.
Rin
041.
GPM M. 01
" A.
Ring
1
GPM. ,18-
Out. 1
GPIAI'
Rin
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Ring*,
34,
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,
DIA
GPM
Ring
DIA
AN
MWA=011zi
71
Dit
GPM DIA
14-
DiA.
1%*
GPM
UIA
W'-.'
;11A
1
cll1m
60
s
a Mna
26W
fpeww_.14�5
OU 280'
182 W0.
imAX§w1py1i4
221!
:140,
275
`M95
'375'
330
I .,mss t.- .
350,
365:,
385
i*j?41S
365,
80
W EMMMIMMA
126 280'
165 3001
S�zVwwww
210 320'
26c.
340'
315
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*�m
m�
380
05
36
390,�­.
395'
395*
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100
143 300'
Vl !M=_:�
185 320'
235 340'
.
W.
3S5
.
It:
-4TA�4�-, -
425
I 445
tob
410'.
wo,
4?1
120
157 31. 5'
204 335'
1 256 360
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1321, 380'
365
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465
4ZO;
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435'
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1 05
Nozzle
'
Nozzle
Ring
!:ozzlc
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11 1-
ci
Nltic
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1
cll1m
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NW
WSWAI L245-
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330
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M36 390...
r, . - -
- -
1'4110�
7w-4 Cirv.Z7o
355-
47:11
'dTCM55'.. 385'
G95
47G,
40
290
70
270 360'
310 Uo-
355
395'
e. 15 elo.
1
430,
5S5
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505
515,
99-0
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90
310 390*
350 41(j.
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42!
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wt
4 465,
62S
485,
PW
",V.
,.752
110
340 410'
390 430.
406--
660
500'
i 755
520'
goo
550,
106n
57t.
445
65
450
525 C70, 1
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495,
Gji
25;
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530'
94!,
1I1a
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136
370 425y
25 e<y
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1451
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630
525
550,
"S
Soo,
1160
Gos,
485"
5151
TV,
540'
1 144'•:Akr
1025
591.'
171()
4(•14,
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11.ng
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Ring
•
41.29' acwall
11 1-
1146• W.44
1 50,
acluaq
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MA
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1-114A
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230
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750
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330 314)
1 sir.
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355-
47:11
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415,:
405.
40
290
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I
DIA
IL/.
1lI.K4
Ink
410 4
2 . 0
410-
C..
4411
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l
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4LI!.

Diamond ASTM D-2249 .
{PS.F'rssi>ire-Rated PVC Pipe
Approximate Coupler Dimensions
V ..
..
j C
I
I
i
M®
D-2241 Pipe Dimensions
Minimum Wall Thickness
-
0 -INS.- soR.13.5_.Soa.2+ . soa.26. SOX37.5 Soa.4I
S.re0.0 5ce!0 315 PSI 700 PSI ISO PSI +25 Psi __-106 Psi
'/1 .. .840..109 .062
34 " 1.050 ..113
A
a
`
0. D.
C
Size...
Gasket Race
Socket Depth
' 2
3.166
4.500
.064
.056
5 114
34.434
.090
6.000
a .......
' .' .. '--'-5:603
- 5:000
6
8.252
6.250
8
10.420
6.500
_-1p.
12.762
7.500
12
14.952
7.500
D-2241 Pipe Dimensions
Minimum Wall Thickness
-
0 -INS.- soR.13.5_.Soa.2+ . soa.26. SOX37.5 Soa.4I
S.re0.0 5ce!0 315 PSI 700 PSI ISO PSI +25 Psi __-106 Psi
'/1 .. .840..109 .062
34 " 1.050 ..113
.060
a
D ,
Size
1 1.315 .133
.063
Diwnctcr
2-
3
1'� W. 1.660 '.7140"
....079
.064
.056
5 114
1 3:900 .145
.090
.073
.058.
S Ir
2 2.375 .154
.113
.091
.073
8'
2 Ya 2.875 .203
.137
'.Ito
.086
5 314
- 3"
12 1/"
l,-
6.
4 4.500 .237
- T 214
. i 73
.138
.) -Cf
5 5.563 .258
.265
.214
.171
136
6 6.625 .280
316
.255
.204
162
8 8.625 .322
.410
.332
.265
.210
10 " 10.750 .365
- - .511
.413 '
.331
.262
12 -'12.750 .406
.606
.490
.392
.311
lmond's IPS. Pressure -Rated PVC.Pipe coupler
..,eats the require"merit :of :ASTM 0-3139:
_....
""Diamond-,---­
Gasket
"Diarnon -,----Gasket Specifications
- 4'Gaskeficoii(iguration locks.gas ket.An.-place.464T
prevents fishmouthing.
2. Chevron seal for added pressure sealing ca-
pacity.
3. Compression seal - provides a seal under
• . vacuum.
4. Wiper beads to clean spigot end.
Diamond ASTM D2241
'IPS- Pressure -Rated. PVC Pipe
Rieber Gasketed Joint Dimensions
B
MAR-----�5
►�aKK
o Ms o.o.I
;� -
L o.o.
. ... eke.. w►►.I �.._. �.
Pipe
A
a
D ,
Size
Insert
Socket
Diwnctcr
2-
3
a l!°
3 118
3'
4
5 114
a 7/16
-4-
4 Ir_
5 in
S Ir
6-
5
6
7 13116
8'
5 Ir-'
6 718
10 IIB
io-
5 314
71/_'
12 1/"
l,-
6.
-._a 114-.._......
14 11/16
Short - Form
Specification for Diamond
P.VC Xrrigntion Pipe
ASTA4-D224I-SD,R41,32.5,26,or2I
Diamond PVC Irrigation Pipc ihnllbc­inadc of
compounds conforming to ASTM 01784 with a
cell classification of 124548. Diamond PVC
Irrigation Pipc must. meet all the dimensional,
chemical. and physical requirements as outlined
in ASTM D2241• -Annex. ANSI/ASAL• S376.1•
and SCS 430-13D, and will be supplied in 20 fowl
laying lengrjts.

`, f.
FRICTION LOSS. CHARTS
FOR DIAMOND PIPE
IPS DIMENSION
Q. 4 -Inch y 5 -Inch 6 -Inch 8 -Inch 1'0 -Inch
Gallons '
Per Min. ' FRICTION HEAD LOSS IN FEET PER HUNDRED FEET
12-lnch
150
1:11
- :160
170..:.
180
1.57
190
1.73
200-
1.90 • .
220
2.28 .81
.34
.09
240
2.67 .95
.40
.10
260
3.10 1.10
A6
.12
280
3.56 1.26
.54
.14
300
4.04 1.43
.61
. W
320
4.56 1.62
.69
.19
340
5.10 1.82
.77
.21
360
5.67 2.02
o6
.24
380
6.26 2.22
.95
•26
400
6.90 2.45
1.04
.28
_10
420
2.69
1.14
.31
•.10
440
2.92
1.25
.34
.11
-460:.. _
:......:.._.... ...... ._ .. 3.18 ...- --- 1:35. ..
37.....-12,-.-
.....
480
3.44.
1.46
.41
.14'
500
3.70
1.58
.43
.15
.060
550
1.89
.52
:18
.083
600
2.22
.61
.21
.096
650
2.58
.71
.24
.1'10
700
2:96
.81
.28
' .125
750
3.36
..93
'.32
.141
800
3.78
1.04
.36
.158
850
4.24
1.17
.40
.175
g00
Table based on Hazen -Williams
4,71
1.30
.44
.194
_.. 950
equation-Cw = 150
5.21
1.44
.49
.213
1000
5.73
1.58
.54
.233
1% To - find friction liead loss in
1056
PVC pipe having a standard
1.73
.59
.254
1100
dimension ratio other than 21,
1.88
.65
.276
1150
the values in the table should
2.05
.70
.298
1200
be multiplied by . the
2.21
.76-•
.322
1250
appropriate conversion -factor
2.39
• .82
.346
1300
(F) shown below:
2.57
".88
.371
1350
2.76
.95
.397
1400-
----- �_.-._ --_
-- -
2.95
" 1:01- - ---
- ---:423
1450
SDR PR F
3.16
1.08
.451
1500
3.35
1.15
.508
21 200 PSI 1.00
1600
26 160 PSI .91
1.30
.568
1700
32.5 125 PSI .84
1.45
.632
1800
e
41 100 PSI .785
1.62
.698
1900
51 80 PSI .75
1.79
.767
2000
64 63 PSI .71
1.97
.840
Loss below bold
line indicates velocities in excess of
5 feel per second.
VelocitiP.s which nvrPoil S Ing1 ne'r --nrl n- -
. - - -.
l
J

INSTALLATION. <!
Diamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Guide for PVC Water
Pipe (a "pocket -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System. ASTM D2487.and ASTM D2488.
Te assemble.' clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricant to the contact surface
Of the gasket.
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If norrhal force does not complete the joint, disassemble the
joint and eximine the parts to make ccaian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
Table 5.
APPROXIMATE GutDE FOR ESTIMATED RANGE OF DECREE
OF COSIPACTION VERSUS EMBEOM£NT CLASS AND METHOD
OF PLACEMENT AS PERCENT OF STA,14DARO PROCTOR
DEt.smr OR RELATIVE DENSITY*
FOR GRANULAR MATERIALS IN PARENTHESIS"
CLASS OF EMBEDIdEhT
1
11
111
IV
.
MATERIAL 1)ESCRorT30Rr
Mrwfio.leQ
G"..br
S3+4 a14 Gn.d
M:ad 4,a.
F4x Glad.
►bgi*
Sail • Cka.
Sdk
501
O{.`:s1.....rvrf,T.nal nw4s
QrWrS.vwr
91?
91j
6-10
Www S of wr KKw
SV C..wlwlwtl.p. F41I.p1
i 01 hWw 40 Rrl,:..:) Dewy., Ranjr
C--.-- by to.n<a-W
9s•100
45 ICG
95 100
90100
FW
rH.jIaYI •rJ....1,..-*r NK A rr.r
Dr'w.l,In1'oni6k
09S
ti4.`
3q 95
—J
)S•90
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(60771
.UJ S:•1
1, 1-4...
CK
CI,vlo ww bF ulwalia.l
1495
00 4;1
Mw.VM —;-a .r H.. Y4.:n.. ,
CC
waTsl
luial
r H.. J v... MM.r a� gni .r..�...J ww N.. * • w. r
11.1 ¢y.
WFO
5.01 4.t .J .. h+rw. .•...•. N. ...r.r
;w6u1
Ml.w MM l�.w�++J .. 1:.• I'm •r.r '
jp I )
nv.l+r`7
in h4
--
10 KI
1ti... IV 3..4
ML
4b M1
1 Mwy
1.141
In pf
1417\
4.0111
4911!..
Mpl
IM,.n/ .J.•• r:-..•r..w .. J..w..•:.+w. I..r .... ....._ ..w. 1 ti'...
11... •...• -.... A r •W.. w j..J.• s 1�1 ...,. 1h.. ... . .x... w.'J N...KF .......
... . ....._I II. .... ....._w .l «•1....x4 y..l u..'•
Tattle 4. OCSCRIrT40N Ar KMSCOMI:NT AIATSMIAL CLASSII1CASl11TIS
SOIL
SOIL
DrISCRITTIAN or
CLASS
TM
MATKSIAL CLA0111CATION
CI_ 1 i h-
Mrwd—W P—W . 61. IN r 1 in ;.h.. 11 w. f11.w1 •:r+, w•
rO.dq ...").1. Lni, rj " _ -• .:,wx..wff ..r► .. r.ww www —A. NA_
aw.l ww,rJ .M,, r4.In• . M.I�.J M.16. '
C1w A 1.k—
QrWrS.vwr
jr•..M ..J prrl.•W ..Cwn. Vk i. r fw,n- ,V.l r w.+r a
r.rr i.n+r .r•:.w .. N.. J ,:.-.. M..r Nr t}� .a.•r.rr .. N. .rat .;f.r
d .
9.wy r•w+,r.w11 .w,.«.Ir. d w .r.w, 1+.4 «. r f wn pM r w..r A
'
rwM h•r`i1.. NM1wf� ... Mr. f •i.w. Mow MM {)i w,.w..l .+. ft.. 'M .•r.r
FW
rH.jIaYI •rJ....1,..-*r NK A rr.r
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CC
chrn F—k. kR .. w..r.d..•w.s . ...-_J
r H.. J v... MM.r a� gni .r..�...J ww N.. * • w. r
3M
5.01 4.t .J .. h+rw. .•...•. N. ...r.r
Ml.w MM l�.w�++J .. 1:.• I'm •r.r '
>!
C4,rj ....•..+.dt7., ......... Mrr Y.+NN .J .r.r 1.���,.,..:. Hr!
.:f•f. Mr. S..w )1•'� r,..:.W .. >r. bn sw«r
1ti... IV 3..4
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n
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'.
L;"w F..r. I..L r y.. 4Y1 r r ,.•..1.• �.. ._..
Mpl
IM,.n/ .J.•• r:-..•r..w .. J..w..•:.+w. I..r .... ....._ ..w. 1 ti'...
M
Iw.Fw' fh„ .J ai,a ,l.». r, l a 11.1. LY..1 `..^.. .•. .. 4.1 �.
CO— r 3+.k
It r1.jrK .:11/..1 wjw YM+.1.,. wl w. ,J.s..+I 1.»J M... •..; .. w•.
Mi w rww, I••IM MJ' X4..s.f
At 11,.w;f rM,. rf ..H:+... M,a IJ•.w., Ly..J .... ,•..w-. Nr. •.K V YC r
.... j+.r . w. 3o0 .4..
R HK ..rC •..1 Wr. IijM, wj.ww w:1..
' 3w.Y w./.K.•/r wTTM 0 1.17, ..cql L. [I•n l ww..q•.A.i w Jrfw.I r •{TII 11 ; ..
• . 4. wed_ .+ A$TM u 1491, Y" J..w 54. 1— p . }n w.., ..
•• I. wV.4. :;IL ASTIJ 0 201.' 11 r:l" IS.I^ p.1'w, :1w .« IAA .. . s.J: d•.r
'Unwedn".v;,—a.. e_k MCI... 11 V .. CI... 111
The haunching area is most important to the support of
FVC pipe. For good support, the haunching•area should be
compacted to the densities given in the Long' Tertn
Deflection Chan. _
Figure 2
i
+1
i
i
i
i

be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling. In-line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
_w.i l
concrete.. Manufacturers recommended. thrust blocks at any
change in direction' 'gfeater—than--109.---Fi-gure--1-,g-tees. an. examp.1e of
different arrangements for thrust blocs.
LLL/
Figure 1. Example of different arrangements for thrust blocks.

e
-6-
i S•
'
Figure 2. Ancho ra a bl acks
for in -.line
r „- .. . -
valves.
,
Table 1 is the forces
encountered
t, end plugs. to
at '
calculate
forces encountered at bends,.
tees and
ryes, multiply the
figure in
Table 1 by the factors given in Table
2.
Table
1. Thrust
W'at End Plugs
Thrust in
bs. for test pressure in psi
Pipe btameter
100 PSI
150 PSI 'PSI
250 PSI
inches
-
1k
295
.440 590
740
2
455
680 910
1140
21
660
990 1320
1650
3
985
1480 1970
24.60
4
1820
2720 3630
4540
'6
3740
5600- 7460
9350
8
6r4`90''
9743 13,Of1b
16,200
10
10,650
16,000 21,300
26,600
15,.150 .
22,700. _.....__.30,,200
' ... 37,800
14
20,600
301'800 41,100
51;400
16r
26,600
. 39,800 53,100
66,400
e
-6-

s: Table .2.-. Factor's .for Calculating Tfli ust 14 for
4 i•: r�C ;};�' ,;r.:;:=.El6ows`-an'd: Tees.
t
E1 brows: '9001,41 ` lees - 0'.70
600 1.00"
45° _ 0. 76;:-'" f
300 0:�2
Table 3 gives.the safe bearing load for different soil types.
Table 3. Safe Bearing Load.
Soil lb/ft2
Mulch, peat and similar 0
s Soft Clay 1000 �1 Z v�
s' Sand 2000 r--
Sand and gravel 3000
Sand. a•nd--'9rave-1 -' cemented .
with clay 4000
Hard shale 10,000
'.��' nF",.:•,w,." :•'K. r•• �'' `•:'.�i��'i�:y :fi f •�y �iy :::': ; r�-
LThrust block area (ft2) _ 14 - Thrust (Table 1 & Table 2)
F'Soil Raring strength a e 3)
In placing concrete thrust blocks, check with the nanu�urer of the
pipe being 'used to' ensure that the correct size thrust blocks a -re
betp•-used.
There are a number of machines that -`can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches,-backhoes•, or vibrating plows
will be user for trench preparation. The: vibrating ''Plow can only be
used for solvent•weld PVC pipe and generally is limited to the smaller
diametet of pipe. Under most conditions the chain•.trencher or wheel
trenciier'w`il�l--� i�e faster' than --the'-:backhoe.. ' .Where wide' --trenches for...large.
Pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However., if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
_7_

MURPHY FA 41LY FARMS
,a.
WASTE MANAGEMENT FACILITY SITE EVALUATION'
�rnjP V r,
C 1
Name j{.��tL�` �0 L,1 k"A Ll S_ b_-t2y f0,0- Sizc Operation
D o /oo i� X /to0oLaj kR
Telephone 91 o - 5 - a
Location Data
Distance from nearest residence not owned by producer:
Is site within 100 year flood plain? -
Is site at -least 100 feet from a'"Blue Lina" perennial stroam?
If no, site must be relocated.
Is site within I mile zoning jurisdiction of a•municipality?
If yes, site must be relocated..
Are there utilities in the construction area?
Wetlands
Will site involve clearing woodlands or -any non -cropland?
If wetlands are involved, it is the responsibility of the producer
to obtain all necessary pernrits before -any clearing is done.
Other Environmental Factors
Is endangered and/or threatened species habitat present?
Is a designated natural scenic area included in the planning
area or will planned actions impact on an -adjacent natural
scenic area?
Is an archaeological or historical site located in the planned area?
Are cultural resources present?
CIL
Yes No

.1 Waste Management
* 3 Docs producer own enough land to propel► land apply waste?
Ifao,. docs producer have acoeaa to more land?
Wland is not owned'by producer, can producer get agreement
for land on which to apply waste?
Soil Xnvestigation
Is soil suitable for lagoon?
Is a clay liver required?
If yes, is clay avaflablo on site?
Ycs No
Questionable
Is a Coto tranoh required.
Test holes will, be dug initially in the general oma of proposed lagoon. If. durum dtho
position of the oo is cha�,gn d. to an area where no test holes were previously d% additional
testholes ML be
This site investigation is valid as long as the design and construction of lagoon continues
in a reasonable time period. Unduo delays or hesil=4 '�n cvrmtruction may requird that site
be re-evaluated.
Evaluator
coring)
Signature
(Producer)
Date
Date

0�WArF9p
�O 7
f3 �
JCT, LLC
Pine View #1& #2
PO Box 759
Rose Hill NC 28448
Dear JCT, LLC:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 1, 2004
Alan W. Klimek, P. E., Director
Division of Water Quality
RECEIVED
OCT 15 2004
DENR - FAYEffEVILLE REGIONAL OFRCE
Subject: Certificate of Coverage No. AWS090199
Pine View #1& #2
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bili
733 (Session Law 2003-28).
In accordance with your application received on February 13, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to JCT,
LLC, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWGIO0000. The issuance of this COC
supercedes and terminates your previous COC Number AWS090199 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Pine View #1& #2, located in Bladen County, with an animal capacity of no
greater than an annual average of 8400 Wean to Feeder swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals:
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pa careful attention to the record keeping
and monitoring conditions in this permit.
Aquifer Protection Section -Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638 One
NorthCarohna
Phone: [phone] FAX: [phone]! Internet: h2o.enr.state.nc.us Aatmally
An Equal OpportunitylAffirmative Action Employer — 50% Recycled110% 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 NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
Permit File AWS090199
APS Central Files

OF W A 7- Michael F. Easley, Governor
C� William G. Ross Jr., Secretary
1 North Carolina Department of Environment and Natural Resources
> y Alan W. Klimek, P. E., Director
.� Division of Water Quality
May 1, 2003
JCT, LLC
Pine View #1& #2
PO Box 759
Rose Hill NC 28448
Subject: Certificate of Coverage No. AWS090199
Pine View #1& #2
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
Dear JCT, LLC:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on February 13, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to JCT,
LLC, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS090199 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Pine View #1& #2, located in Bladen County, with an animal capacity of no
greater than an annual average of 8400 Wean to Feeder swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until October 1, 2004. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property. VMWI
NAM NR
Non -Discharge Permitting Unit Internet httpJ/h2o.enr.state.nc.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

Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
t/
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Water Quality Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
Permit File AWS090199
NDPU Files

C1- kc� Ci
�s ,s��T� ,� �y���;�{�,L.,k �M�. � �r.�-a` VI►A�ST��� a �ILI�ZA�T�"Of�d�AP,�tL�AN � � i K �w�p�.��,.�1 ���r'�.���'ir�;.:
PRODUCER: PINE VIEW FARMS -- JCT, LLC
LOCATION: SR 1001; BLADEN COUNTY
TELEPHONE: (910) 289 - 2111
TYPE OPERATION: WEAN - FEEDER
NUMBER OF ANIMALS: 8400
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe .
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

Amount of Waste Produced Per Year (gallons. ft, tons, etc.)
8,400 animals X 442 (tons) waste/animal/year = 3,528 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
8,400 animals X 0,4$ lbs. PAN/animal/year = 4,032 lbs, PAN/year. (PAN from N.C.
Guide Std, 633) Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 9: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
Owens
1 GbA,NoA,AyB
Soybeans
127
3.87
491.49
June - Sept+
Owens
2 GbA,NoA,AyB
Soybeans
127
11.99
1,522.73
June - Sept+
Owens
-1 GbA,NoA,AyB
Wheat
134
3.87
518.58
Sept - April
Owens
-2 GbA,NoA,AyB
Wheat
134
11.99
1,646.66
Sept - April
Total L 15.861 4,139.461
This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. X must he based on realistic yield expectation.
NOTE: The applicator Is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 9996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

z
' k �i�� A i y ^A., .s- 3 'S •i'p5'4. rr.:., .�,.. a
s��'�.����;�
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil . Crop Lbs. N Acres Lbs. N Month of
Application# No. Type Per Acre* Utilized
See footnote for Table 1
Totals from above Tables
Acres Lbs. N
Utillzed
Table 1 15.86 4,139
Table 2
Total 15.8fi 4,139
Amount of N Produced 4,032
Surplus or Deficit 107
NOTE: 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 nutrient or other elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate(in/Hr) Amount In.)
1 GbA,NoA,A B Row Crops 0.35 0.5
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
** 2 Lagoons
Your facility is designed for M days of temporary storage and the temporary storage must be
removed on the average of once every tz MONTHS. In no instance should the volume of waste
being stored in your structure exceed Elevation `see, Iaaaon staff aquae.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the waste.
(Narrative of operation: This plan is written for a wheat rotation.
Page 4

�x7tx�;ern'n lSltTMiutnr�Ym=*� t> !rexnt�sivir•mt:x ���'�lr` r �, - 7;•
WAS"ME UILlTION PLi4N4 �z x;�.
• w. !IIm .ts ♦.�, s
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plap when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
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 offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
S Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

i21,
:a� �kg A191,
} 1411 � � i �-`-�:ynrr�ar, �c��Y+'
��,1 NAS U IILA 1ON PAN�� ���N
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses 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.
Page 6

ar�ry.�s. s� ta?�t
T
Q''ti t 2i � �i�
ll®'NryP,LAN �,����.
,wr,.,ueEnix,wal:s..e,., .ti. e.�. wn. !s
REQUIRED SPECIFICATIONS
(continued)
17 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
18 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.
19 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 propellant with no further applications animal waste
during the crop season.
20 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 69 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted far
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

' ! itl/i.i. �14
.ri'1 2oj64-'5
t.
PJAR- j r'-01 e'D:07 AM
WASTE UTILIZATION PLAN
YJfA i 1.lI1LIZATION, Pt_AI.AGR EMENI
Nama of Farm: i�inr3 i°i$vu
.�-..ter—•._-.—�•--}r
owner / MarraRej, Ag(welmerrt
I (we) understaod and wilt fallow and implement the specifiaptiona and ncc oobration and
mainterencc procedures 0$tabii8hed ht the epprovecl animal waste utiiizatlon plan for the;
farm rpmed abt)va. t (we) know that ;any expansion to the exilIMy design rapacity of the
waste treatment and siomge syetam or tona+.tuaticn of new faelilties will requieo a new
ocrtineation to be submitted to ijI a Division of Envlrormant Mar!agornani ADEM) before the
new anlrna!s are Mocked. i (wa1 at!ao understand that Mwe must be no pisrharge of
anima; waste irlTm thii systvm to vurjace ►wators of the Stott from a Storm ovent 1098
Eevere than :h7 213 -year, 24 -pour ;toren. The ap'provM plan will no t (iu on-afte at tl!n farm
atflce and at the office of the local Soil and Water Cnnservatlon District and will be
available for review by DEM upon request
Pl;ame of Facility Owner, A' T. L.L.C.
rl'reasa grinU
Qat ; 3
Mame of Manyger (If difterent from owner): f�Y�l� 1�.1c� r �� z._,,�,�... �.
$i4nature; IL. - — � pate:
Name of Technical SoeciMtsl: (rraaw p ouy Kraig A. West,.-rbeek
Affrlislion: Murky Family Farms
Address (Age(jry); Lal X:3
Raba Hill NC 294SO
Signature:
Page a
Date: 3 - 1 -s -0I

0q-1q?
4 old
MURPHY
F A M l LY F A R M S
April 7, 1998
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P. O. Box 29535
Raleigh, NC 27GZG -05 35
RE: Pine View #2
Bladen County, NC
Dear Mr. Tedder.
Enclosed is thecertifi ation form for the above referenced swine farm.
Stocking Date.— .
The following crops are to be grown:
_Barley Rye
,Bermuda Grass (Graze/Hay/Pasture) -Small Grain (Graze/Hay)
Corn (Grain/Silage) --Sorghum,
Cotton _Wheat
_Fescue (Graze/Hay/Pasture) __Oats
�Other(Explain)
The lagoon effluent will be applied to the crops UsW above by
Center Pivot Irrigation (Installed/Not Installed)
' _Solid Set Irrigation (installed/Nat installed)
Zc Traveling Gun/heel Irrigation (Owned/Not Owned)
Third Party Applicator
Other (Explain)
If you have any Questions regarding this certification, please cal! me at (910) Z89-6439
ext.4529
Sincerely'
&'-�
Dave Elkin
Engineering Technician
cc: Pine View #2
''. Toni King, Murphy Family farms LNM Department
.h`
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

• Animal Waste Management Plan Certification
(Please !yeUrint all information that does not require a signature)
Existing or. I New. or Expanded (please circle ore)''
General Information:
Name of Farm: Pine View Y2 Facility No: -
Ow net's Name: ICT. L.L.C. Phone No: 910-590-3264
Mailing Address: 412 Layfette St. Clinton—NC 28329
Latitude and Longitude: 78. 36' OQ / 34' 2T 19" County: Bladen
Please attach a copy of a county road map with location identified and describe below (Be specific: road names,
directions, milepost, etc.): From Clarkton take 21.1 east 2.7 miles to SR 1003 turn right go 1.1 miles to farm
entrance on left.
Operation Description:
Type of Swine No. of Animals Tyt2e of Poultry No, of Animals Type of Cattle No, of Animals
® Wean to Feeder 4200 ❑ Layer ❑ Dairy
❑ Feeder to Finish ❑ Non -Layer ❑ Beef
❑ Farrow to Wean (# sow) ❑ Turkey
❑ Farrow to Feeder (4 sow)
❑ Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
Acreage Available for Application: JIL_ Required Acreage: 11�
Number of Lagoons/Storage Ponds: 1 Total Capacity: 29.L259 Cubic Feet (fts)
Are subsurface drains present on the farm: YES or N (please circle one)
s:**
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. l (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. 1 (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 (we) 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 DFM or a new certification (if the approved plan is changed)
within 60 days of a title transfer.
Name of Lano Owner: ICT .0
Signature: — Date:
Name of Mana r (if di f rerit from wner):
Signature: Date:
AWC -- April 24, 1996

• Technical Specialist Certification
I As a technical specialist designated by North Carolina Soil and Water Conservation Commission pursuant to
ISA NCAC GF .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 I SA NCAC 21.0217 and the USDA -Natural Resources
Conservation Service (NRCS) and/or the North Carolina Soil and Water Conservation Commission pursuant to
15A NCAC 2H.0217 and 15A NCAC 617 .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.
H. Certification of Design
A) Collection,Storage, Treatment System
Check the appropriate box
❑ Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
tJ New, expanded or retrofitted_ facility (SD) 1111111111mco-,"'110"ns Animal waste storage and treatment structures, such as but no limited to Collect, it and
ponds, have been designed to meet or exceed the minimum standards and sl�-�
Name of Technical Specialist (Please Print): 1. Neal Tucker
Affiliation: Murphy Family_Farms
Address (Agency) • P. ox 759 Rose Hill NC 28458 Phone
Signature: f _ _ _ Date: T5,
5) hand A plication Site (WUP) ''�r;; �+1� T1��;,•�`'
The plan provides for minimum separations (buffers); adequate amount of land for wkltfA'Vion; ,chosen
crop is suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Kraig Westeri eek
Affiliation: Murvhv Familv Farms
Address y): PA. ROV59 Rose Hill, NC 28458 Phone No. [phone], ext. 4556
Signature:, Date: sT:`6— 9
C) Runoff Controls from Exterior Lots
Check the appropriate box
® facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑
Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS. `j1I41111++',''���
CJtfl
l�
Name of Technical Specialist (Please Print): Kevin Weston
Affiliation: Murphy Family Farms !
Address (Age cy . P.9. Box 759 RoN Hill C 28458 Phone No.=' 9 0 23MO xt:4629
Signature: wa Date: G ! 9 9 5 _
L TV ••
,+1+1111111��,
AWC -- April 24, 1996 2

D) Application and 1-landling Equipment
:heck the appropriate box
❑
Existing or expanding facility, with existing waste application eguit?mcnt (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 tuning of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are
contained as part of the plan).
V1 New, expanded, or existing facility without existing waste application ,equipment for
srpay _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 riming 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 existing waste application equipment for
land spreading not _using spray irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necesary 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 appliactions has been established; required buffers can be maintained; calibration and
adjustment guidance are contained as part of the plan).
Name of Technical Specialist (Please Print): Gary Scalf
Affiliation: Murvhv Familv Farms
Address (Agency): PO Box 759 Rose Hill NC 2$458 Phone No.: 9'3` 10- 9-6439, ext 4562
Signature: Date: _
�U
E) Odor Control Insect Control, Mortali!y Management and Emergency Action Plan (SD
SI WUP RC or 1
The waste management pian for this facility includes a Waste Management Odor Control Checklist, an
Insect Control Checklist, a Mortality Management Cheeldist and an Emergency action Plan. Sources of
both ordors and insects have been evaluated with respect to this site and Best Management Practices to
Minimize Odors and Best Management Practices to Control Insects have been s`Al'AHasrjcluded in
the waste management plan. Both the Mortality Management Plan and Emerge
complete and can be implemented by this facility. �.' V_
Name of Technical Specialist (Please Print): Kevin Weston Y
Affiliation: Mua?hy Family FarmsDUAL
Address (Agency • P.OBox 759 Rose H C 28458 Phone No: 9I0r 89 6439 ext. 6
Signature: 0 KCVIJ Date: _95-A-1177,
F) Written Notice of New or Up SW]ne Farm �i�,i'Alr,t �t v���%%%
The following signature block is only to be used for new or expanding swine farms that begin
construction after June 21, 1996. If the facility was built before June 21, 1996, when was it constructed
or last expanded . I (we) certify that 1 (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 l a d Owner
Signature- ,�?—_ ' ,u �.r% , mg. J*u_ Mi�w- . Date: ��GZ
Name of ,. er (if different m owner):
Signature: Date:
AWC -- April 24, 1996

III. Certification of Installation
A) Collection, Storage, Treatment_ Installation
New, expanded or retrofitted facilit (SI)
Animal waste storage and treatment structures, such as but no limited to lagoons and ponds, have been installed
in accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
oeeew o
Name of Technical Specialist (Please [Tint): E, s —Co a�faH
Affiliation: Murphy Family farms I•.
Address (Agency)• . 4. Box 759 Rose Hill NC 284 P o.. 0 9-6439 ext. 4717
Signature: d, _ &Dav EML22 43 1,!R J2
( ! i 3973
B) hand Application Site (WUP) � �r,� t
Check the appropriate box 9'11•`;�`ri�i�Q.'Q�~•••s
h..Osseo r•
4� $ZF. •i
❑ The cropping system is in the place on all land as specjrt tr "p� Al waste management plan.
[y� Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping
system as specified in the waste utilization plan has not been established and the owner has committed
to establish the vegetation as specified in the plan by 123.gQ (month/day/year); the proposed cover
crop is appropriate for compliance with the waste utilization plan.
❑ Also check this box if appropriate if the cropping system as specified in the plan can
not be established on newly cleared land within 30 days of this certification, the owner
has committed to establish an interim crop for erosion control;
Name of Technical Specialist
Affiliation: M_ urphy Family
Address (Age P. O
Signature: -�
int): Kraii Westerbeek
Phone No.: (910)2$9-6439_, ext. 4556
This followin1signature block is only to be used when the box for conditional approval in 111. B above has been
checked. J j
I (we) certify that I (web have committed to established the cropping system as specified in my (our) waste
utilization plan, and if appropriate to establish the interim crop for erosion control, and will submit to DEM a
verification of completion from a Technical Specialist within 15 calendar days following the date specified in the
conditional certification. I (we) realize that failure to submit this verification is a violation of the waste
management plan and will subject me (us) to an enforcement action from DEM.
Name of Lan wrter:.4 C7. 4
Signature: Date: o?
Name of Manag (if different from owner):
Signature: Date:
AWC -- April 24, 1996

C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as
specified in the plan.
fvr facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency): Phone No.:
Signature: _ Date:
D) Application and Handling Equipment Installation (WUP or 1)
Check the appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready for
use; calibration and adjustment materials have been provided to the owners and are contained
as part of the plan.
❑ Animal waste application and- handling equipment specified in the plan has not been installed
but the owner has proposed leasing or third parry application and has provided a signed
contract; equipment specified in the contract agrees with the requirements of the plan; required
buffers can be maintained; calibration and adjustment guidance have been provided to the
011'
/ owners and are contained as part of the plan.
64 Conditional approval: Animal waste application and handling equipment specified in the plan
has been purchased and will be on site and installed by WINO 1(month/day/year); there is
adequate storage to hold the waste until the equipment is installed and until the waste can be
land applied in accordance with the cropping system contained in the plan; and calibration and
adjustment guidance have been provided to the owners and arc contained as part of the plan.
Name of Technical
Affiliation: Mur 11
• Address (A e�g�'•.
Signature.
Print): Gary- Scalf
Phone No. [phone], ext. 4562
The followilg signatule block is only to be used when the box for conditional approval in III D above has been
checked.
I (we) certify that I (Ae) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this certification is a violation of the waste management plan and will subject
me (us) to an enforcement action from DEM.
Name of Lan Owner: -4 rGl.c'•
Signature: ate:
Name of Managed/(if dif rent from owner):
Signature: Date:
AWC -- April 24, 1996

E) Odor Control, Insect Control and Mortality -Management (SD,_SI, WUP, RC or I)
Methods to control odors and insects as specified in the Plan have been installed and are
ope.rational. The mortality management system as specified in the Plan has also been installed
and is operation.
Nate of Technical Specialist (Please Print): Kevin Weston
Affiliation: Murphy Family Farms _
Address (Agency): P. O. Box 759 Rose Hill NC 2$458 Phone No: 910 289-6439 EXT. 4629
Signature: ' P../ Date: 05'_
Please return the completed form to the Division of Environmental Management at the following address:
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Water Quality Section, Compliance Group
P. O. Box 29535
Raleigh, NC 2762670535
Please also remember to submit a copy of this form along with the complete Animal Waste Management Plan to
the local Soil and Water Conservation District Office and to keep a copy in your files with your Animal Waste
Management Plan.
AWC -- April 24, 1996 6

Murphy -Brown L.c
February 1, 2007
Aquifer Protection Section
NCDENR, DWQ
Fayetteville Regional Office
225 Green Street
Suite 714 I Systel Bldg,
Fayetteville, NC 28301-5043
Subject: Revised Nutrient Utilization Plan for
Pine View Farms 1 & 2, Facility No. 9-199, Bladen County
PO Drawer 856
2822 Hwy. 24 West
Warsaw, NC 28398
Tel: [phone]
Fax: [phone]
RECEIVED
FEB 0 5 20
DENR— FAYlwii'EVILLE REGIONAL OFHGE
Enclosed please find a copy of the revised Nutrient Utilization Plan for the above-mentioned facility, This
revision was due to a new field being added to the plan. Please place in the appropriate files.
If you have any questions regarding this matter, please do not hesitate to call me at [phone] ext.
5363.
Sincerely,
Kevin Weston, CID
Environmental Compliance
Cc: Bladen SWCD
Murphy -Brown, LLC Files

. 4
Murphy -Brown, LLC 1/30/2007 P.O. Box 858
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Farm
JCT, LLC
Pine View Farms
timaen
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 8400
Feeder to Finish
Storage Structure: Anaerobic I
Storage Period:
Application Method:
X180 days
Irrigation
.agoon
RECF111Frl
FEB 0 5 2007
DENR - FAYETTEVILLE REGIONAL OFRCE
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 pian 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.
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,
1of11

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
2W .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft', tons, etc.):
-Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gal/yr
gal/yr
Farrow to Feeder
4015 gel/yr
gal/yr
Farrow to Finish
10585 gal/yr
gal/yr
8400
Wean to Feeder
223 gallyr
1,873,200 gal/yr
Feeder to Finish
986 allgal/yr
lbs/yr
Total 1,873,200 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitro en Produced er Animal Total
Farrow to Wean
5.4 lbs/yr
lbs/yr
Farrow to Feeder
6.5 lbs/yr
lbs/yr
Farrow to Finish
26 lbs/yr
lbs/yr
8400
Wean to Feeder
0.48 lbs/yr
4,032 Ibslyr
Feeder to Finish
2.3 Ibsl
lbs/yr
Total 3,550 lbslyr
** See narrative for PAN reduction description**
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.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
In the normal growing season.
Total Irrigated Acreage: 31.89
Total N Required 1st Year: 8801.202
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 8,801.20
Total Nitrogen Produced by Farm: 3,550.00
Nitrogen Balance for Crops: (5,251.20)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility,
2of11

Reception Area Specifications
Tract
Field
irrigated
Acreage
Sail
TY22
Ut Crop
Code
Time to
Appty
Ist Crop
Yield
Ist Crop Lbs Fw��
lbsN/Unit Residual
uts N
fAc
Tow rM N F-Mr
utm
KUM
3(a) of 11

YieldAcreaEL Code keply Yield Ibs N/Unit Residual LAC Utilized Code
1
------------------- -
1 i
3(d) of 11

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 gels 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 went to
consider harvesting tray or silage two to three times during the season, depending on the
time small grain Is planted In the fall.
The Ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or out to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
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
1 Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
O Soybean
P Pine Trees
Lbs N utilized / unit yield
1.6 lbs N / bushel
50 lbs N 1 ton
50 lbs N 1 ton
1.25 lbs N / bushel
12 lbs N /ton
0.12 lbs N 1 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 1 acre
2.5 lbs N 1 cwt
2.4 lbs N / bushel
4.0 lbs N 1 bushel
40 lbs N 1 acre 1 yr
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.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
In the lagoon sludge
Farm Specifications PANT rlanimal Farm Total! r
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
8400 Wean to Feeder 0.072 604.8
Feeder to Finish 0,36
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 604.8 pounds of plant available nitrogen per year will accumulate In the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 3024 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 10 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 24.1132 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
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.
`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 responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrdgen 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.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
6 of 11
Sail
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
In/hr
" Inches
Optional
1
NoA
0
0.5
1
Owens
2
NoA
0
0.5
1
#REF!
3A&B
GbA
O
0.5
1
Owens
#REFI
#REFI
#REFI
#REFI
#REFI
Owens
4
GbA
0
0.5
1
Owens
5
NoA
0
0.5
1
Owens
6
GbA
0
0.5
1
#REFI
7A&B
NoA
0
0.5
1
Owens
#REFI
#REFI
#REFI
#REFI
#REFI
8
AyB
0
0.35
1
Aerway
Aerway
sub 1A
NoA
0
0.5
1
Aerway
sub 1B
GbA
0
0.5
1
sub 2
',bA,NoA,Ay
0
0.5
1
Optional Leased
Campbell
Campbell
9&10
NoA
O
0.5
1
Campbell
Sub9&10
NoA
0
0.5
1
6 of 11

Additional Comments:
The following is the justification for PAN reduction:
The PAN produced was determined using the NC cooperative extenslon
standards and Quidelines for determining PAN generated. Grower has co les
of all IRR -2s and waste analysis used to determine this amount in his file box.
Pulls 1 R 2 In this plan are optional. The Aerway acres are also optional.
This plan change allows producer to apply to Wesley Campbell's land from
December 5, 2006 - January 1, 2010, Thls land is optional. All other
parameters of the elan remained the same as In the previous plan.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Pine View Farms
Owner: JCT, LLC
Manager:
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. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
llwe 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 pian will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Signature:
JCT, LLC
/-3/-0
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
Affiliation:
Address:
Signature:
M. Kevin Weston
Murphy -Brown, LLC.
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
8 of 11
/,

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who Is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, reclevinq crop type, or available land.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
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 land application field.
When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Wastelnutrlent loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feel of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be Inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an Illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 . Animal waste can be used in a rotation that Includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

ANIM81_ WASTE UTILIZATION AGREEMEN
(Noadad only if additional land leas ?c bo feasod, etc.)
i
1, � hereby glue j F u L
permission to pply ani al waste from his Waste U fliz tion System on 1Z acres
of my land far the Ovation of time shown below.
I understand that this waste contains nits ogen, phosphorous, potassfum, and other
trace elements and when properly applied should not harm my lend or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer.
Adjarent Land _ & Date: ,�
Waste Producer: A16. _rbW6 L L.L — Date:
Technical Representative: �-►5--- � . Date;
SWCD Representative:
Date:
aoo kQ
Term of Agreement: tJ w_ to Z.r,-u- o --r �, 2O.Lo
(Mlnflnum of Ton Years on Coat Shared Items) '
(Sae RsgUrod Specifkallon No. 2)
Rage 9

Pi
SF
Irr
Sc

_ Total Acres: 17.9.-
. ,.
Pinev",ew
K _
= 1
�r
s:a andnd
2.3 Acres
Z4
24 Acres
13.2 Acres

Jct LLC
Pine View #1& #2
PO Box 759
Rose Hill, NC 28458
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 11, 2008
Subject: Sludge Compliance Requirement Change
Dear Permittee:
Coleen H. Sullins Director
Division of Water Quality
In accordance with Condition 111. 19 of State General Permit AWG100000, your facility is
required to maintain compliance regarding sludge accumulation in your animal waste treatment
lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet
of treatment depth between the designed stop pump and the average elevation of the top of the
sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently
modified.
As of July 2008, Standard No. 359 does not use the 4 -foot requirement. Sludge compliance is
now to be based on the sludge volume as a percentage of the total treatment volume. The revised
Standard states that sludge accumulation in the permanent treatment zone must be less than 50%
of the planned treatment volume. Also, there must be a minimum of 2.5 feet of liquid above the
sludge at the pump intake location. If either of these conditions is not met then sludge must be
removed or managed in accordance with an approved Plan of Action for Lagoon Sludge
Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and
treatment volumes to determine compliance.
Our records indicate that you have filed a Sludge POA for one or more of the lagoons at your
facility, Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s)
may already be in compliance without any sludge removal. Using your lagoon design (or as -
built information) and current sludge survey measurements, complete the NEW sludge survey
worksheet. If you have any difficulty in locating or understanding your lagoon design
information, please contact your technical specialist or county Soil & Water office.
None Caro ina
dvaturally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.ncwatemuality.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal OpportunitylAtfirmative Action Employer— 50°% Recycled/10% Post Consumer Paper

Murphy -Brown, LLC
Grower(s):
Farm Name:
8/412006
NUTRIENT UTILIZATION PLAN
JCT, LLC
Pineview f=arms
County: Bladen
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to F=eeder 8400
Feeder to Finish
Storane Structure: Anaerobic 1
Storage Period:
Application Method:
X180 days
Irrigation
.agoon
P.O. Box 856
Warsaw, NC 28398
RECEIVED
DMR -FAYEF VILLEREGIONALOFRCE
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.
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.
1 of 8

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, f?, tons, etc.):
Ca ac Type Waste Produced per An mal Total
Farrow to Wean
3212 galtyr
gal/yr
Farrow. to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10585 galtyr
gal/yr
8400
Wean to Feeder
223 galtyr
1,873,200 gal/yr
Feeder to Finish
986 gal/yr
gal/yr
Total 1,873,200 galtyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity ___Typo Nitrogen Produced per Animal Total
Farrow to Wean
5.4 lbs/yr
lbs/yr
Farrow to Feeder
6.5 lbs/yr
Ibs/yr
Farrow to Finish
26 lbs/yr
lbs/yr
8400
Wean to Feeder
0.48 lbs/yr
4,032 lbs/yr
Feeder to Finish
2.3 lbs/yr
lbs/yr
Total 3,550 I bslyr
** Sea narrative for PAN reduction description**
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.
LAND UTILIZATION SUMMARY
The following tabledescribes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 17.9
Total N Required 1st Year: 5037.892
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 5,037.89
Total Nitrogen Produced by Farm: 3,550.00
Nitrogen Balance for Crops: (1,487.89)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of8

Area Specifications
Ar-reage
Type
Code
-Apply
Yield
lbsNIUnit Residual
/Ac
UtilizedReception
3(a) of 8

Tract Field irrigated soil Ist Crop Time to IstCrop IstCrop LbsWAc Lbs N TGW lbs N'. 2nd Crop Time to-2nd Crop 2nd-dmop Lbs WAc L& N Ttal Ibs Njj�
T-
y!z Code Apply Yield-idual /Ac UtilLied Code Appty Yield lbs NfUnit Residual /Ac Utilized
------------------- -
3(b) of 8

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 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 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.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.8 lbs N 1 bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N 1 ton
C
Hybrid Bermudagrass - Hay
50 lbs N /ton
D
Corn - Grain
1.25 lbs N 1 bushel
E=
Corn - Silage
12 lbs N 1 ton
F
Cotton
0.12 lbs N I lbs lint
G
Fescue - Grazed
50 lbs N /ton
H
Fescue- Hay
50 lbs N I ton
I
Oats
1.3 lbs N 1 bushel
J
Rye
2.4 lbs N 1 bushel
K
Small Grain - Grazed
50 lbs N 1 acre
L
Small Grain - Hay
50 lbs N 1 acre
M
Grain Sorghum
2.5 lbs N 1 cwt
N
Wheat
2.4 lbs N I bushel
O
Soybean
4.0 lbs N 1 bushel
P
Pine Trees
40 lbs N I acre 1 yr
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.
4 of 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/yr/animal Farm Total/yr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
8400 Wean to Feeder 0.072 604.8
Feeder to Finish 0.36
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 604.8 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 3024 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rale of 300 pounds of nitrogen per acre, you will need 10 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 24.192 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
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.
*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 fool. of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in 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.
5 of 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Aerway
Aerway sub 1A NoA 0 0.5 1
Aerway sub 1B GbA 0 0.5 1
sub 2 ibA,NoA,Ay 0 0.5 1
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
In/hr
* inches
Optional
1
NoA
0
0.5
1
Owens
2
NoA
0
0.5
1
#REFI
3A&B
GbA
0
0.5
1
Owens
#REFI
#REFI
#REFI
#REFI
#REFI
Owens
4
GbA
0
0.5
1
Owens
5
NoA
0
0.5
1
Owens
6
GbA
0
0.5
1
#REFI
7A&B
NoA
0
0.5
1
Owens
#REFI
#REFI
#REFI
#REFI
#REFI
8
AyB
0
0.35
1
Aerway
Aerway sub 1A NoA 0 0.5 1
Aerway sub 1B GbA 0 0.5 1
sub 2 ibA,NoA,Ay 0 0.5 1

Additional Comments:
The following the the justification for PAN reduction:
The PAN produced was determined using the NC cooperative extension
standards and guidelines for determining PAN generated, Grower has cies
of all IRR -2s and waste analysis used to determine this amount in his file box.
Pulls 1 & 2 in this plan are optional. The Aerway acres are also optional.
7of8

NUTRIENT. UTILIZATION PLAN CERTIFICATION
Name of Farm: -Pineview Farms
Owner: JCT, LLC
Manager:
Owner/Manager Agreement:
1/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. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we,undemtand that l 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 by NCDWQ upon request..
Name of Facility Owner: JCT, LLC
Signature: _2VTJA4M 40A
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W. King
Affiliation: Murphy -Drown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
_ Warsaw, NC 28398
Telephone: (910j 293.3434
Signature:
8of8
Date
P

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recievinq crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
May be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
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 land application field.
When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No 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.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop Is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Wastelnutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
-and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist". Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2of3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3 of 3

---moi: - -
Total Acres:'
17.9
P is
ineview
a�a
/.5,b A g
2.3 Acres
Sub l f�~
2.4 Acres
13.2 Acres

DENR-FRC
JA .JAN 2 6 V2
WDENR r)wq
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman
Governor Director Secretary
January 24, 20I2
Nicholas G. Gooden
Nick Gooden Nursery
448 Soup Haire Rd.
Elizabethtown, NC 28337
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090201
Nick Gooden Nursery
Animal Waste Management System
Bladen County
Dear Nicholas G. Gooden:
The Division of Water Quality (Division) received your sludge survey information on
January 4, 2012. With the survey results, you requested an extension of the sludge survey
requirement for the lagoon at the Nick Gooden Nursery facility. Due to the amount of treatment
volume available, the Division agrees to an extension for the sludge survey requirement.
The next sludge survey at this facility should be performed before December 31, 2016.
Thank you foryour attention to this matter. Please call me at [phone] if you have any
questions.
Sincerely,
Larry W. Wade PE
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS090201
AQUIFER PROTECTION SECTION
1636 Mall Service Center, Raleigh, North Carolina 27699.1636
Location: 512 N, Salisbury St., Raleigh, North Carolina 27604
Phone: [phone] FAX: 91 M07-6496
Internet: wwv iumateraualltr.ora
An Equal Opportunity 1 Affirmallve Action Employer
One
No -thCarolina
Naturally

A��_
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Par McCrory Charles Wakild, P.E.
Governor Director
January 24, 2013
Shady Branch Properties, LLC
Shady Branch Farms, LLC Pine View 1 & 2
100 Lake Drive
Clinton, NC 28328
Dear Shady Branch Properties, LLC:
DENR-FRC
JAN z 3 2013
John E. Skvarla, III
Secretary
Subject: Certificate of Coverage No. AWS090199
Shady Branch Farms, LLC Pine View 1 & 2
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
In accordance with your Notification of Change of Ownership received January 22, 2013, we are hereby
forwarding to you this Certificate of Coverage (COC) issued to Shady Branch Properties, LLC,
authorizing the operation of the subject animal waste management system in accordance with General
Permit AWG 100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Shady Branch Farms, LLC Pine View 1 & 2, located in Bladen County, with a
swine animal capacity of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: Boar/Stud:
Wean to Feeder: 8400 Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS090199 dated October 1, 2009. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Please pay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit Please continue to use the same record keeping forms.
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone]FAX: [phone]
Internet: www.ncwaterguality.orq
NorthCarolina
Naturally
An Equal Opportunity 1 Affirmative Action Employer

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP 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.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then 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 Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition II.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Wilmington, NC National
Weather Service office at [phone], or by visiting their website at: www.erh.noaa.gov/er/ilm/
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
for Charles Wakild, P.E.
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Fayetteville Regional Office, Aquifer Protection Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
APS Central Files (Permit No. AWS090199)
AFO Notebooks
Murphy -Brown, LLC

IFD
:n, 1 -
UL � 3mWarsaw,
X Y AVOLL NT
4/2/2009
UTILIZATION PLAN
P.O. Box 856
NC 28398
r' I � (�?
Grower(s):
JCT, LLC
Farm Name:
Pine View Farms
County:
Bladen
Farm Capacity:
RECEjVED�
Farrow to Wean
Agwfpr p,,,
Farrow to Feeder
Farrow to Finish
RECEIV&%btNR 1 DWp
Wean to Feeder
8400
AgtaaprPrntection Sartion
Feeder to Finish
APS a ��Q�
Storage Structure:
Anaerobic Lagoon
Storage Period:
X180 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 DWO regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for 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.
1 of 11

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, ft", tons, etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gal/yr
gal/yr
Farrow to Feeder
4015 gal/yr
gal/yr
Farrow to Finish
10585 gal/yr
gal/yr
8400
Wean to Feeder
223 gal/yr
1,873,200 gal/yr
yr
Feeder to Finish
986 gal/yr
gall
Total 1,873,200 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 lbs/yr
lbs/yr
Farrow to Feeder
6.5 lbs/yr
lbs/yr
Farrow to Finish
26 lbs/yr
lbs/yr
8400
Wean to Feeder
0.48 lbs/yr
4,032 lbs/yr
Feeder to Finish
2.3 lbs/yr
lbs/yr
Total 3,550 lbs/yr
`+ See narrative for PAN reduction description"
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.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 31.89
Total N Required 1st Year: 8801.202
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 8,801.20
Total Nitrogen Produced by Farm: 3,550.00
Nitrogen Balance for Crops: (5,251.20)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

Reception
Tract
Field
IrWgif6-d-Soil
Acreage
Type
Ist Crop
Code
Timeto
Apply
1stCrop
Yield
IstCrop LbsNIAc
lbs NfUnit Residual
LbsN
Me
TotalthsN 2ndCrop
Utilized Code
Timeto
Apply
2ndCrop 2ndCrop LbsNIAc
Yield ibs N[Unit Residual
Lbs N
/Ar-
Total Ibs N
- Utilized
�
Mn=
3(a) Of 11

Reception Area Specifications
Tract Field Irrigated Soil IstCrop T"eto, 1stCrop IstCrop LbsN/Ac Lbs N T Dtal lbs N. 1PIM 9497.r. w tr.-_rl G�.F.T. K om. F.WAT. K
Acreage Type Code Apply Yield lbsNIUnit Residual /Ac Utilized
------------------- -
------------------- -
------------------- -
------------------- -
--- ---------------
�■■■ �� � �� �� �� � �� �■■r� ■�■■■■ �� �s ���■ �� � � rim �� ��
3(b) of 11

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 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 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.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized 1 unit yield
A
Barley
1.6 lbs N 1 bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N 1 ton
C
Hybrid Bermudagrass - Hay
50 lbs N 1 ton
D
Corn - Grain
1.25 lbs N / bushel
E
Corn - Silage
12 lbs N 1 ton
F
Cotton
0.12 lbs N 1 lbs lint
G
Fescue - Grazed
50 lbs N 1 ton
H
Fescue_ - Hay
50 lbs N 1 ton
I
Oats
1.3 lbs N / bushel
J
Rye
2.4 lbs N / bushel
K
Small Grain - Grazed
50 lbs N 1 acre
L
Small Grain - Hay
50 lbs N / acre
M
Grain Sorghum
2.5 lbs N 1 cwt
N
Wheat
2.4 lbs N / bushel
O
Soybean
4.0 lbs N / bushel
P
Pine Trees
40 lbs N 1 acre 1 yr
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.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/yr/animal Farm Totall r
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
8400 Wean to Feeder 0.072 604.8
Feeder to Finish 0.36
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 604.8 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 3024 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 10 acreas of land. if you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 24.192 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
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.
*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 responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this pian 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.
50(11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
6of11
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
In/hr
* inches
Optional
1
NoA
0
0.5
1
Owens
2
NoA
0
0.5
1
#REF!
3A&B
GbA
0
0.5
1
Owens
#REF!
#REF!
#REF!
#REF!
#REF!
Owens
4
GbA
0
0.5
1
Owens
5
NoA
0
0.5
1
Owens
6
GbA
0
0.5
1
#REF!
7A&B
NoA
0
0.5
1
Owens
#REF!
#REFI
#REFI
#REF!
#REF!
8
AyB
0
0.35
1
Aerway
Aerway
sub 1A
NoA
0
0.5
1
Aerway
sub 1B
GbA
0
0.5
1
sub 2
bA,NoA,Ay
0
0.5
1
Optional leased
Campbell
Campbell
9&10
NoA
0
0.5
1
Campbell
5ub9&10
NoA
0
0.5
1
6of11

Additional Comments:
The following is the justification for PAN reduction:
The PAN produced was determined using the NC cooperative extension
standards and guidelines for determining PAN generated. Grower has copies
of all IRR -2s and waste analysis used to determine this amount in his file box.
r ,
Pulls 1 & 2 in this plan are optional. The Aerway acres are also optional.
This plan change allows producer to apply to Wesley Campbell's land from
December 5, 2006 - January 1, 2010. This land is optional. All other
parameters of the plan remained the same as in the previous plan.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Pine View Farms
Owner: JCT, LLC
Manager:
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. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new 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 filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: JCT, LLC
Signature:
Date
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
M. Kevin Weston
Affiliation:
Murphy -Brown, LLC.
Address:
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28396
Telephone:
[phone]
Signature:
8of11
Date

NUTRIENT 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 an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recievinq crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS'Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No 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 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist'. Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers, A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate, Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production. Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

eo
:WA STE.UTIL''IZATION-PLAN '` *f�¢�.gg" `F ,
PRODUCER: PINE VIEW FARMS -- JCT, LLC,�.J .
LOCATION: SR 1001; BLADEN COUNTY
TELEPHONE: (914) 289 - 2111.,
TYPE OPERATION: WEAN- FEEDER.pkehargg
NUMBER OF ANIMALS: 8400..
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste, Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations, Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems,
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page

0
WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year(gallons, fttons etc.
8,400 animals X 0.42 (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
8,400 animals X 0.423 lbs. PAN/animal/year =
Guide Std. 633) "" See narrative for PAN reduction description"
3,528 (tons) waste/year.
3,550 tbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment
to apply the waste in a timely -manner -
The following acreage will be needed for waste application based on the crop to be grown and surface
application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvoe Per Acre Utilized Application
Owens
1
GbA,NoA,A B
Soybeans
127
1.80
228.60
June - Sept+
Owens
2
GbA,NoA,A B
Soybeans
127
11.99
1,522.73
June - Se t+
Owens
—1
GbA,NoA,A B
Wheat
134
1.80
241.20
Sept - April
Owens
--2
GbA,NoA,A B
Wheat
134
11.99
1,606.66
Sept - April
" OPTIONAL`*
Owens
1A
GbN,NoA,A S
Perinnial Peanuts H
150
2.07
310.50
March - Sept
1A
GbN,NoA,A B
Small Grain H
50
2.07
103.50
Sept - April
Total 1 13.791__3,599.19 l
'This N is from animal waste only. if nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on reallstic_,vield expectation.
NOTE: The applicator Is cautioned that P and K may be over applied while meeting the N requirements.
Beginning in 1996 the Coastal Zone Management Act will require farmers in some eastern counties of North
Caroline to have a nutrient management plan that addresses all nutrients. This plan only addresses
Nitrogen.
Page 2

--�WASTE _UTILIZATION PLAN r.
Table 2: ACRES WITH AGREEMENT OR LONGTERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 13.79 3,599
Table 2
Total 13.79 3,599
Amount of N Produced 3,550
Surplus or Deficit 49
NOTE: 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 nutrient or other elements.
Page 3

-MASTEWILIZATION'PLAN �t �- -^-'�;
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. _ Rate (In/Hr) Amount (In.)
1,2,3
GbA,NoA,A B
Row Crops
0.35
0.5
1A
GbA,NoA,A B
Perinnial Peanuts
0.5
.5-1.0
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
"' 2 Lagoons
Your facility is designed for 180 days of temporary storage and the temporary storage must be
removed on the average of once every 6 MONTHS. In no instance should the volume of waste
being stored in your structure exceed Elevation `see lagoon staff au e.
Call the local Natural 'Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the waste.
Narrative of operation: This plan is written for a bean 1 wheat'rotation.
Field 1 is divided into 2 parts. 1.80 acres that will be planted in the bean 1 wheat rotation. 2.07 acres
of this field are "OPTIONAL". Grower will be planting a new crop of perennial peanuts that will be
cut for hay in this field. He will also have the option of overseedino that croe in the fall 1 winter.
The following is the justification for PAN reduction:
-- ---- ----- The PAN produced was determined using the NC rooperative Extension standards for determining
PAN generated. Grower has copies of all IRR -2's and Waste Analysis used to determine this amount
in his file box. Attached to the NUP is a consolidation of that data. The number used on page 2 of
this NUP for Total Lbs. PAN/year is more than 100% higher than the total PAN generated using the
NC cooperative standards.
Page 4

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner'who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the 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, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per .
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
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 offsite or to surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching.- Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as .a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
Page 6

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 if animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further -applications animal waste ,
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Pine View Nurseries 1&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 utilization plan for the
farm named above. I• (we) -know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the. 25 -year, 24-hour storm. The approved plan will be filed on-site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: JCT, L.L.C.
(Please print)
Signature: �•^-�� Date: Z it v 3
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Toni W. King
Affiliation: Murphy Brown, LLC
Address (Agency): P.O. Box 856
Warsaw, NC 28398
I
Signature -,-Date: D 3
Page 8

Pull
1999
2000
2001
1
98,112
175,901
18,396
2
47,304
723,358
9,461
3
164,688
235,819
72,007
4
143,664
152,161
-
5
23,652
93,995
80,154
6
145,416
267,793
221,978
7
231,264
349,962
372,388
8
451,140
531,031
415,574
'notal
1,305,240
2,530,020
1,189,958
Average annual volume applied
1,675,073
ON-FARM RECORDS
Standard Deviation for waste analysis .48
Range of values included in average =
Total Lb. PANNear= 1,648
11
0.49
.53-1.51
Lagoon 1
Lagoon 2
Month
Year
PAN -
PAN
February
2002
1.70
1.40
September
2001
0.61
0.49
June
2001
1.30
1.00
March
2001
1.10
1.20
January
2001
0.77
0.54
October
2000
0.52
0.67
March
2000
1.10
1.10
February
2000
1.00
1.00
October
1999
0.50
0.65
August
1999
1.00
1.30
March
1999
1.60
1.80
Average by Lagoon
1.02
1.01
1.02
Standard Deviation for waste analysis .48
Range of values included in average =
Total Lb. PANNear= 1,648
11
0.49
.53-1.51
Lagoon 1
Lagoon 2
Month Year
PAN
PAN
February
2002
1.40
September
2001
0.61
June
2001
1.30
1.00
March
2001
1.10
1.20
January
2001
0.77
0.54
October -
2000
0.67
March
2000
1.10
1.10
February
2000
1.00
1.00
October
1999
0.65
August
1999
1.00
1.30
March
1999
Average by Lagoon
0.98
0.98
0.98

, Dec• 29 2015 01:28AN MP Fax
12/27/2015
page 1
BARWICK AG SERVICES, LLC
103 COUNTRY CLUB CIRCLE
CLINTON, NC 28328
810-3851000 Fax: [phone]
TO: Bill Dunlap FAX: [phone]
FROM: Curtis Barwick PAGES (including cover): 6
POA For:
Shade Branch Pine View 9-199
Thanks, Curtis.

, Dec. 2$ 2015 01:28AM HP Fax
page 2
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 9-199
Facility Name: Pine View
Certified Operator Name
Tim Mitchell
County: Bladen
Operator Number: 22984
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the darn for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 1 1
Spiflway(Y or N): N N
Level(inches): 24 18
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year, 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
'Attach a complete schedule with corresponding animal units and dates fro depopulation
`if animals are to be moved to another permitted facility, provide faciAy number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 1212812015
I hereby certify that I have reviewed the information listed above and Included within the
attached Pian of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Shady Branch Properties Craig Richardson Phone: [phone]
Facility OwnerlManager (print) �..
j
Date: 12/27/2015
FacilityO ner! anager (signature)

Dec. 28 2015 0128AM HP Fax
page 3
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
r. acres
1.
Structure ID: 1
line m = 145.4 Ib PAN
2.
Structure ID 2
line m = 186.1
Ib PAN
3.
Structure ID.
Ilne m =
ib PAN
4.
Structure ID:
line m =
Ib PAN
5.
Structure ID:
line m =
Ib PAN
6.
Structure,ID
line m =
Ib PAN
n. lineal +2+3+4+5+6= 331.5 lb PAN
Ili. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
O. tract # p. field #
q. crop
r. acres
9. remaining IRR t, TOTAL PAN u, application window'
2 PAN balance BALANCE FOR
(Iblacre) FIELD (Ibs.)
column r x s
1111
3 wheat
1.80
69,001
924.2 Sep -Apr
1111
4 wheat
1,28
140.00
179.2 Sep -Apr
1 111
5 wheat
2.35
121.00
284.4 Se -A r
1111
7 wheat
3.50
140.00
490.0 Sep -Apr
1 111
8 wheat
3.86
122.00
470,9 Sep -Apr
1111
10 wheat
4.23
104.00
439.9 Sep -Apr
1111
1 wheat
1.37
140.00
191.8 Sep -Apr
1111
2 wheal
0.70
140.00
98.0 Sep -Apr
1111
5 wheat
1.00
162.00
152.0 Sep -Apr
1111
9 wheat
4.13
140,00
578,2 Sep -Apr
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period. N
v. Total PAN available for all fields (sum of column t) _ 3008.6 Ib. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied Gine n from section II) = 331.5 Ib. PAN
PoA (30 Day) 2121100

Dec. 28 2015 012$AM WP Fax
page 4
x, Crop's remaining PAN balance (line v from section lil) = 3008.6 Ib. PAN
y. Overall PAN balance (w - x) a -2577 Ib. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here Including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new informaticn. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2121100

, Dec. 25 2015 01:28AM HP Fax
page 5
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 11
2. Current dquid volume In 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 24.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 28.8 inches
C. line b - line a (inches in red zone) = 4,8 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 45120 ftz
e. line c112 x line d x 7.48 gallons/W 134999 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 30321 ft
h. current herd # 7-4-2-0-01 certified herd # 42aa
actual waste produced = current herd # x line g = 30321 ft'
certified herd #
I. volume of wash water according to structural design20214 f13
j. excess rainfall over evaporation according to design 2632p f13
k. (lines h + i + j) x 7.48 x 30 days/line f= 95913 gallons
4. Total PAN to be land applked during draw down period
I. current waste analysis dated 1 10/12/2015 a.63 lbs/1000 gal.
m. ((lines e + k)/1000) x line I = 145.4 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2121100

Dec. 28 2015 01:28AM HP Fax
page 6
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
t. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure NamelIdentifier (I D):2
2. Current liquid volume in 25 yr.124 hr. storm storage & structural Freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 28.6 inches
c. line b - line a (inches in red zone) = 10.8 inches
d, top of dike surface area according to design
(area at below structural freeboard elevation) 45395 ftz
e. line c112 x line d x 7.48 gallonslft3 299940 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 30321 ft3
h. current herd # 1 42001 certified herd #F----4-2700
actual waste produced = current herd # x line g
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 daystline f=
4. Total PAN to be land applied during draw down period
i. currentwaste analysis dated 1 10112120151
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PcA (30 Day) 2121100
30321 ft4
2()214]ft:'
26a13Q ft'
96012 gallons
0.47
lbs/1000 gal.
188.1 lbs. PAN

WASTE UTILIZATION PLAN
Tuesday, April 12, 2016
Producer: Shady Branch Properties, LLC
Farm Name; Pine View Nursery 9-199
100 Lake Dr.
Clinton,NC 28328
Telephone # : [phone]
Type of Operation : Wean to Feeder Swine
Number of Animals: 8400 pigs design capacity
Application Method: irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 10

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
8400 pigs X .4 tons wastelpigslyear = 3360 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
8400 pigs X .48 Ibs PANlpigslyear = 4032 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 - ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE NIACRE USED TIME
4527
4527
1
1
NORFOLK 0-2%
NORFOLK 0-2%
BH
SG
6.5
1
299
50
0
0
1.37
1.37
409.63
68.5
MAR -SEP
SEP -MAY
4527
2
NORFOLK 0-2%
BH
6.5
292.5
0
0.7
204.75
MAR -SEP
4527
2
NORFOLK 0-2%
SG
1
501
0
0.7
35
SEP -MAY
4527
3
GOLDSBORO 0-2%
BH
6.5
299
0
1.8
538.2
MAR -SEP
4527
3
GOLDSBORO 0-2%
1 SG
1
50
0
1.8
90
SEP -MAY
4527
4
GOLDSBORO 0-2%
BH
6.5
299
0
1.28
382.72
MAR -SEP
4527
4
GOLDSBORO 0-2%
SG
1
50
0
1.n
64
SEP -MAY
4527
5
NORFOLK 0-2%
BH
6.5
299
0
1
299
MAR -SEP
4527
5
NORFOLK 0-2%
SG
1
50
D
1
50
SEP -MAY
4527
6
GOLDSBORO 0-2%
BH
T 6.5
299
0
2.35
702.65
MAR -SEP
4527
6
GOLDSBORO 0-2%
SG
1
50
D
2.35
117.5
SEP -MAY
4527
7
NORFOLK 0-2%
BH
6.5
299
0
3.5
1046.5
MAR -SEP
4527
7
NORFOLK 0-2%
SG
1
50
0
3.5
175
SEP -MAY
4527
8
AYCOCK 0-1%
BH
6.4
280.32
0
3.86
1082.04
MAR -SEP
4527
8
AYCOCK 0-1%
SG
1
50
0
3.86
193
SEP -MAY
TOTALS: 5458.49
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 10

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACR£ NIACRE USED TIME
4528
10
NORFOLK 0-2%
C
138
131.1
0
4.23
554.553
MAR -JUN
4528
10
NORFOLK 0-2%
W
60
125.4
0
4.23
530.442
SEP -APR
4528
10
NORFOLK 0-2% W
SB
35
136.85
0
4.23
578,876
APR -SEP 15
4528
10
NORFOLK 0-2%
WA
1
30
0
4.23
126.9
SEP -ARP
4528
9
NORFOLK 0-2%
C
138
131.1
0
4.13
541.443
MAR -JUN
4528
9
NORFOLK 0-2%
W
80
125.4
0
4.13
517.902
SEP -APR
4528
9
NORFOLK 0-2%
SB
35
13$.85
0
4.13
565.191
APR -SEP 15
4528
9
NORFOLK 0-2%
WA
11
30
0
4.13
123.9
SEP -ARP
TOTALS: 1769.60
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS NIUNIT
C
CORN
BUSHELS
1.25
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
SG
SMALL GRAIN OVERSEEDED
AC
50
SB
SOYBEANS
BUSHELS
4
W
WHEAT
BUSHELS
2A
WA
WINTER ANNUALS
AC
100
Page 3 of 10

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
5-86
TABLE 2 1_� 18.36 9,770
TOTALS: 14.22 7,228
AMOUNT OF N PRODUCED: 4,032
'BALANCE -3,196
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in
the fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 638.4 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application -rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 184 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 2.3 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (in/hr) AMT (inches)
4527
-1,-2,-5,-7
NORFOLK 0-2%
SG
0.50
'1
4527
I, 2, 5, 7
NORFOLK 0-2%
BH
0.50
'1
4527
-3,-4,-6
GOLDSBORO 0-2%
SG
0.50
'1
4527
3, 4, 6
GOLDSBORO 0-2%
BH
0.50
'1
4527
-8
AYCOCK 0-1%
SG
0.35
'1
4527
8
AYCOCK 0-1%
BH
0.35
'1
4528
-10,-9
NORFOLK 0-2%
WA
0.50
'1
4528
*10, *9
NORFOLK 0-2%
W
0.50
"1
4528
*10, *9
NORFOLK 0-2%
SB
0.50
'1
4528
*10, *9
NORFOLK 0-2%
C
0.50
*1
Page 4 of 10

" This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 5 of 10

NARRATIVE OF OPERATION
Grain sorghum may be planted on the leased land and fertilized at the reate of 98 lbs/Nlac.
Page 6 of 10

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

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or
drift from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc, are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 8 of 10

NAME OF FARM: Pine View Nursery 9-199
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25 -year 1 -day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Shady Bran
SIGNATURE Aty
NAME OF MANAG R (if different from own
rties, LLC
GATE:
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
[phone]
SIGNATURE: 6DATE:
Page 9 of 9

USDA United States
Dgpanmen'ct
Agriculture Bladen County, North Carolina
Farm 12275
Tract 4527
2016 Program Year
V
CLU Acres HEL Crop
1
15.5
NHEL
2
2.51
NHEL
3
2.83
NHEL
4
44.82
NHEL
Noncropland
5
0.08
NHEL
I Noncro land
Page Cropland Total, 20.84 acres
Map Created Match 30, 2016
Base Image Layer flown in 2014
Common Land Unit
Cropland
�
om-Croplamd
tact Boundary
Wetland Determination IdenBfiers
• Restricted Use
0 limited Restrictions
N Exempt from Conservation
Compliance Provisions
fucerandlor the NAIP imagery. The producer
accepts the data 'as Wand assumes all risks associated with its use. The USDA Farm ServiceAgency assumes no responsibility for actual or consNuential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland Identifiers do not represent the size, shape, or specific determination of the area. Rafe rto your original determination (CPA -026 and attached maps) for exact boundaries and determinations or contact NRCS.

'I'M
1NV4 U RP RY
F AM I L Y F A R M S
October 28, 1997
North Carolina Dept. of Environment, Health & Natural Resources
Division of Waier Qualiiy
Water Quality Section
Permits and Engineering Unit
P.O. Box 29535
Raleigh, NC 27626-0535
Attn: Kim H. Colson, P.E.
Re: Pine View #1 & #2 Nurseries
COC No. AWS090199
Bladen County
Dear Mr. Colson:
OCT 29 1997
LAND QUALITY SECTION
FAYETTEVILLE REGIONAL OFFICE
On behalf of JCT, LLC, I am writing to inform you that construction on the above
referenced facility was started before August 27, 1997. If you have any questions, please
call me at [phone] ext. 4717.
Sincerely:
J. Neal Tucker, P.E.
Engineering Manager
cc: File
JCT, LLC
Fayetteville Regional Office
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Craig Richardson
Pine View #1& #2
412 Layfette Street
Clinton, NC 28328
Dear Craig Richardson:
1As±dWhmm91lhwdM�1 ���
••
[D IF=HNF1
,J
May 22, 1997 MAY 2 i 1997
F YEiTEV L',d
REG. OFFICE
Subject: Certificate of Coverage No. AWS090199
Pine View #1 & #2
Swine Waste Collection, Treatment, Storage
and Application System
Bladen County
In accordance with your application received on May 8, 1997, we are forwarding this Certificate of
Coverage (COC) to Farm No. 09-199, 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 Pine View #1& #2 Farms, located in Bladen County, with an animal capacity of no
greater than 8400 Wean to Feeder and the application to a minimum of 13.53 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.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 any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Mike Lewandowski at [phone] ext. 362.
Sincerely,
A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Fayetteville Regional Office, Water Quality Section
Bladen County Soil and Water Conservation District
Permit Files
Facilities Assessment Unit

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
• I!
■ s • ■ • ,
JCT, LLC
412 Layfette Street
Clinton, NC 28328
Dear JCT, LLC:
r�40.
s
C)EHNF =1
October 17, 1997 ^� "1
E C E
&',' 2 2 99]
FAYM EV.LLE
,9EG G. C 7:7.2a E
Subject: Pine View #1& #2
COC No. AWS090199
Bladen County
The subject facility was issued a Certificate of Coverage (COC) on 5122197 authorizing the
operation of the animal waste collection, treatment, storage, and land application system in accordance
with General Permit No. AWG 100000. On Aug. 27, 1997 Governor Hunt signed into law the Clean-
Water
leanWater 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 co s ruc 'on 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 sited. 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, thel 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, 2997, 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 H. o son, P.E., Supervisor
Non -discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality Section
Permit File
P.O. Sox 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% past -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Steve W. Tedder, Chairman
JCT, LLC
Pine View #1& #2
412 Layfette Street
Clinton, NC 28328
Dear Farm Owner:
AT.KMAIdft
D FE FN J rf
1997
FAY:-,
FEUI1 LE.
Subject: Classification of Animal Waste Management Systems
Facility: Pine View #1& #2
Facility ID #: 09-199
County: Bladen
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 Iiquid 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,
)6*1 1'X ' ` j�
Joseph B. McMinn, Supervisor
Technical Assistance and Certification Unit
cd/AW OIC Designation
Enclosure
cc: Fayetteville Regional Office
Water Quality Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
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AriA
NCDENR
JAMES B. HUNT JR.
GOVERNOR
WAYNE MCDEVITT
SECRETARY
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
FAYETTEVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
April 17, 1998
Dr. Garth Boyd
Murphy Family Farms
P.O. Box 759
Rose Hill, NC 28458
Subject: Request for Information
Administrative Code 15A NCAC 2H .0217
Pineview Farm
Facility Nos. 09-199
Bladen County
Dear Dr. Boyd:
On April 7, 1998, staff from the Fayetteville Regional Office of the
Division of Water Quality conducted an annual inspection of your swine
farm located off Elkton Road in Bladen County. The inspection revealed
that the farm has begun operation without a copy of the required certified
animal waste management plan (CAWMP) and without the completion of
the certification forms with the conditional date for the establishment of an
irrigation system and the establishment of crops .
The Division of Water Quality requests that the following information
be provided:
1. Submit a response explaining why the certification for the facility was
not complete and the corrective actions taken to correct the deficiency
and include a copy of the CAW T for Pineview Farm with the
completed certification forms.
225 GREEN STREET, SUITE 714, FAYETTEVILLE, NORTH CAROLINA 28301-5043
PHONE [phone] FAX OI O-486-0707
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Dr. Boyd
Page 2
April 17, 1998
2. Maintain a copy of the CAWMP and all required components on site or readily available for
inspection purposes.
Please provide the written response to this office on or before May 15, 1998, regarding the
corrective actions taken. If you have any questions concerning this matter, please do not hesitate
to contact either myself or Mr. Robert Heath, Environmental Specialist, at [phone].
Sincerely,
Robert F. Heath
Environmental Specialist
cc: Sue Homewood - Compliance Group
Sam Warren - Bladen Co. NRCS
Audrey Oxendine - DSWC Fayetteville Office
Central Files - Raleigh

MURPHY
F A M I L Y F A R M S
May 6, 1998
NC DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
225 Green St., Suite 714
Fayetteville, NC 28301-5043
Dear Robert F. Heath:
RECEIVED
MAY 0 7 1998
FAYETTEVILLE
REG. OFFICE
I am responding to a request for additional information regarding Pineview Farm (facility
number 09-199) located in Bladen county.
The aforementioned farm has two hog facilities located on that property. The first facility
(Pineview #1) was completed, inspected, and certified on January 30, 1998. The second
facility was completed later and was evaluated and certified on February 13, 1998.
The certification forms were completed on the dates previously mentioned. However, due
to loss of staff and a reorganization of our records, these farm files were inadvertently
placed with our permanent files of farms which had been certified. Unfortunately, this
premature filing of these records caused us to overlook the fact that the certification
information had not been forwarded to your office, NRCS, our Land and Nutrient
Management Department, and the farm which is the typical procedure.
The farm manager notified me of this problem immediately following your visit to the farm
on April 7, 1998. At that time, I realized what had happened and sent the certification
forms to all those requiring them the same day.
I apologize for this inconvenience and greatly appreciate your understanding of this
situation.
If you have any questions, please call me at 910-289-6439 ext. 4529.
Sincerely,
Dave Elkin
Engineering Manager
Post Office Box 759, Rose Hill, North Carolina 28458, [phone], FAX [phone]

State of North Carolina
Department of Environment RECOVED iNO.WA
and Natural Resources 4 •
Division of Water Quality 7 1998
James B, Hunt, Jr., Governor;.;
Wayne McDevitt, Secretary ��:
A. Preston Howard, Jr., P.E., Director w
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 26, 1998
JCT, LLC
Pine View #1& #2
412 Layfette Street
Clinton NC 28328
Subject: Reissuance of Certificate of Coverage
No.AWS090199
Pine View #1& #2
Swine Waste Collection, Treatment, Storage and
Application System
Bladen County
Dear JCT, LLC:
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on May 22, 1997. In accordance with the issuance of the revised General Permit, we are
forwarding this Certificate of Coverage (COC) to JCT, LLC, 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 Pine View #1& #2 Farm, located in Bladen
County, with an animal capacity of no greater than 8400 Wean to Feeder and the application to land as
specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003, and shall hereby void
COC No AWS090199 dated May 22, 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 11. 10 regarding tree removal from lagoon embankments, Condition III.I
regarding inspection frequency of the waste treatment, storage and collection system and Condition II1.6
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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HIGH FREEBOARD NOTIFICATION
DATE/MME
DWQ Contact
Name of Person ---
contacting DW�t J° ��� . �G Telephone No.( }
FARM Name
County
Facility No.
Freeboord level of the Logoon:
Conditions of the spray fields:
NARRATIVE: (Include any instructions given to the former at the time of the call)
(A copy of each notification should be forwarded to the 'CAFO BOX" in John Hosty's office
as soon as possible)

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
JCT, LLC
Pine View #1 & #2
100 Lake Drive
Clinton NC 28328
Dear JCT, LLC:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 6, 1999
I -Ah E C E VV1 E 1)
DEC 1 0 1999
FAYETT M- LLE
REG. OFFICE
Subject: Conditional Approval
Animal Waste Management System
Facility Number 9-199
Bladen County
Our records indicate that your facility was conditionally certified in order to fulfill the requirements
of completion of your Certified Animal Waste Management Plan Certification. This letter is to inform you
of your unresolved conditional approval status. Any facility receiving a conditional approval must notify
Division of Water Quality (DWQ) in writing within 15 days after the date that the work needed to resolve the
conditional certification has been completed. Any failure to notify DWQ as required, subjects the owner to
an enforcement action. As of December 6, 1999, we have no record of any information from you, advising
us of the status of your conditional approval. Therefore, please fill out the attached form and have your
technical specialist and landowner sign the form in the appropriate areas.
The completed form must be submitted to this office on or before 45 days of receipt of this letter.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or liability
for failure to provide DWQ with proper notification of your conditional certification status or possible failure
to comply with the requirement to develop and implement a certified animal waste management plan by
December 31, 1997.
If you have any questions regarding this letter, please do not hesitate to contact me at [phone]
extension 571.
Sincerely,
Sonya L. Avant
Environmental Engineer
cc: Fayetteville Regional Office
Bladen 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
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
JCT, LLC
Pine View #1 & #2
100 Lake Drive
Clinton NC 28328
Dear ICT, LLC:
4 0 •
17
IL
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
RECEIV��
i X1:1! 10 2000
FAYETTEVILLE
REG. C FF10E
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 9-199
Bladen County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR1, IRR2, DRYI, DRY2, DRY3, SLUR1, SLUR2,
SLDI, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
Iiability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Since/ X 40�p
re!
Kerr T. Stevens, Director
Division of Water Quality
cc: Fayetteville Regional Office
Bladen 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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