260073_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Qual

rA

/b
Operator:ROBERT MILES County: HOKE Date:' 12/14/94
Distance to nearest residence 4-
(other than owner): •-e-
feat
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. a 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
7920 head (finishing only) x 135 lbs. = 1069200 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live eig = 1069200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1069200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1069200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Nor Zkc4u0460 Ar- &WNOR5 R&Oqu sY"
Volume 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 500.0
Inside top width (feet)---------------------- 380.0
Top -of dike elevation (feet)----------------- 53.2
Bottom of lagoon elevation (feet)------------- 42.2
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------- 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 494.0 374.0 10.0
AREA OF TOP
LENGTH * WIDTH ._
494.0 374.0
AREA OF BOTTOM
LENGTH * WIDTH =
434.0 314.0
184756 (AREA OF TOP)
136276 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
464.0 344.0 638464 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMC * DEPTH/6
184756.0 638464.0 '136276.0 1.7
Total. Designed Volume Available = 1599160 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width —
500.0 380.0 190000.0 square feet
Buildings (roof and lot watery
0.0 square feet Describe this area.
TOTAL DA 190000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 1069200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1953072 gals. or 261105.9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume - 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall n 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 110833.3 cubic feet

1z
5D. Volume of 25 year - 24 hour storm
Volume a 7.0 inches / 12 inches per foot * DA
Volume = 110833.3 cubic Peet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
261106
cubic
feet
5B.
0
cubic
feet
5C.
110833
cubic
feet
5D.
110833
cubic
feet
TOTAL 482773 cubic feet
6. SUMMARY
Temporary storage period=====a= ====___===> 180
Rainfall in excess of evaporation=W======-a=> 7.0
25 year - 24 hour rainfall==W=Q=============> 7.0
1.0
Side 3.0
Inside top 500.0
Inside top width=======C=-=-=__===-=a====> 380.0
Top of di elevation=======================> 53.2
Bottom of lagoon elevations=====---===> 42.2
Total required volume=====_______=_=__=____=> 1551973
Actual design volume=====____=________ffi__===> 1599160
seasonal high watertable elevation (SHWT)===> 47.6
Stop pumping elev.===---____=___-=___-:____=_> 49.3
Must be > or = to the SHWT elev.= ==___==> 47.6
Must be > or = to min, req. treatment el.=> 48.2
Required minimum treatment volume====G== => 1069200
Volume at stop pumping elevation==========4=> 1088375
Start pumping elev.===-====­_---__-===--==> 51.5
Must be at bottom of freeboard & 25 yr. rainfall
days
inches
inches
feet
1
feet
f eet
:feet
feet
cu. ft.
cu. ft.
f eet
feet
f eet
feet
cu. ft.
cu. ft.
feet
Actual volume less 25 yr.- 24 hr. rainfall=-> 1488327 cu. ft.
Volume at start pumping elevation=====___,==> 1471103 cu. ft.
Required volume to be pumped=====__==_======> 371939 cu. ft.
Actual volume planned to be pumped=======___> 382728 cu. ft.
Min. thickness of soil liner when required==> 1.6 feet
7. DESIGNED BY: � �,APPROVED BY: .5r-c Je- 0' r
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMME TS O N n ,
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Fill shrink/swell percent: 20.00 Cut shrink/swell percent: 0.00
Iterating to balancing within 10.0 cubic yards...
delta
cut
Fill
CUT - FILL
0.00
45302.28
12771.25
32531.03
1.96
30618.02
34233.98
-3615..96
1.76
31861.90
31816.71
45.19
1.76
31846.38 ;t
31846.45
-0.07
Raise "Proposed" by 1.76 feet.
New surface called "Balanced" has been created.
Project: ROBERT MILES
Drawing: 9 8801S
Number:
Location:
Bid Date:
Engineer:
owner:
Estimator:
Prepared by: using Sitework
1
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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 amoun
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
{1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals. will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be.a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time 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.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, uns, and traveling gun irrigation. Care should be
taken when app ying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
char ed to 1/2 its capacity to prevent excessive odors during
star -up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When recharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 51.5 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 49.3 . This temporary
storage, less 25 yr- 24 hr storm, contains 371939 cubic feet or
2782105 gallons.

'!=
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch 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 areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
S. 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 not to reach other property and public right--of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

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0 1 KLOMCTE9
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CONTOUR INTERVAL 10 FEET
NATInNAI, (IlEar)FTIC VERTICAL DATUM OF 1929

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number a,1L a 7 County C. J� er �,J♦., Year 200 e-t
—
Facility Name (as shown on Certificate of Coverage or Permit) O .s
Operator in Charge for this Facility WCetiication#�.7
Land a lication of animal waste as allowed by the above permit occurred during the past calendar year
YES NO. If NO, skip Part I and Part iI and proceed to the certification. Also, if animal
waste was generated but not land applied, please attach an explanation on how the animal waste was
handled.
Part I- Facility Information:
1. Total number of application Fields-0 or Pulls.�please check the appropriate box) in the Certified
Aniinaj Va9te'ManageMent'Plan (CAWMP): 13 '''." ` Total Useable Acres approved in the
CAWMP
2. Total number of Fields ❑ or Pulls e(please check the appropriate box) on which land application
occurred during the year. 7Total Acres on which waste was applied 6 Z38
3. Total,pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total`pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP
and the permit: if ;E(.
5. Estimated amount of total manure, litter and process wastewater sold or.given to other persons and
taken off site during the year CJ tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
rWJ
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest 60 7 O
Smallest ,'03
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)'
8. Facility's Integrator if applicable: _ &p firms
Part II: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES,OF ANY, NON
COMPLIANCE, AND EXPLAIN t6RRECTIVE ACTION TAKEN OR PROP0SE0-TO`I3T TAkKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE,
Only animal waste generated'at this facility was applied to the permitted sites during 0Yes ❑ No
the past calendar year.
AFACF 3-14-03
1 9 FEB 2 8 2Q05
DENA--FAYEiTEVILLEOMIONAL OWF

2. The facility was operated in such a way that there was no direct runoff of waste from
LJ'Yes El No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendlar year
3.
There was no discharge of waste to surface*water from this facility during the past
4O Yes ❑ No
calendar year. ; ,,.,; {
/
4..
Therp.was no freeboard violation in any lagoons,or storage ponds at this facility during
2 Yes ❑ .No
the past calendar year.
5.
There was no PAN application to any fields or crops at this facility greater than the
VYes ❑ No
levels specified in this facility's CAWMP during the past calendar year.
b.
All land application equipment was calibrated at least once during tl�e past calendar year.
Yes ❑ No
7.
Sludge accumulation in all lagoons did not exceed the volume for which the lagoon
❑ Yes K No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
`8.
for which the lagoon was designed. Vw- je -*' I-let*%e eT foe . A 1g k
sic}iati pp19$A w+R9 C&m +- 10 -to carre S/4A'P_/!tS1!e
A copy of the Annual Sludge Survey Form fdr this facility is attached to this Certification. l� Yes ❑ No
4.
Annual soils analysis were performed on each field receiving animal waste during the
P Yes ❑ No
past calendar year.
10.
Soil. "14,was maintained as specified in the permit during the past calendar Year?
eyes [INo
.11. All required monitoring and reporting was performed in accordance with the facility's
ltd Yes ❑ No
permit during the past calendar year. ,
12. All operations and maintenance requirements in the permit were complied with during Yes ❑ No.
the past calendar year or, in the case of a deviation; prior authorization was received
from the Division of Water. Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all PYes ❑ No
...sites receiving animal waste and the crops grown.were removed in accordance with
the facility's permit. �,/
14. All buffer requirements as specified on the permit and the.CAWMP for this facility were,. eYes ❑ No
maintained during each application of animal waste during the'past calendar year.
" I certify under penalty of law that this document and all attachments were prepared under, my direction or
supervision in accordance with a system designed to assure that qualified personnel'properl'y gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system,
or those persons directly responsible for gathering the information, the information submitted is, to the best
of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility. df fin ril&id, imprisonment for knowing violations.".
o k/N a., of
ttee Name and Title (type or
C.
Signature of Permittee
Date
Signature of Operator in Charge Date
(if different from Penmittee)
AFACF 3-14-03 2

Lago n Sludge Survey Form
A. Farm Permit or DWQ Identification Number
B. Lagoon Identification Q. k, FG i' I11
C. Person(s) taking Measurements T
r'
D. Date of Measurements
E. Methods/Devices Used for Measuement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
C
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
L'M°tP_ 'A+ rn20-1zr.1r0-+rta_r±a _
C. Thickness of the sludge layer if making a direct measurement with "core sampler"
fj N
F. Lagoon Surface Area (using dimensions at the inside top of bank): 3' (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. It more than 1.33 acres, 3. acres x. 6 = a with maximum of 24.
(using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I. At the time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole): , S
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level:
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
Level: ItemJ - Item f, assuming present liquid level is below Max. Liq. Level:
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measuement points): 7.5
M. Record from the sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points): S �'
N. Record from the sludge survey data sheet the average thickness of the sludge layer: j
0. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K): 3.7
(Note: If Item 0 is less than 4 ft., a sludge removal and utilization plan may be required by
N.C. DWQ: See.your specific permit or contact DWQ for more information.)'
P. Proceed to the sludge Volume Worksheel if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by: 7a.►r1S_ Date:
Print Name el Signature

Sludge Survey Data Sheet
Completed By:.1 M" !' &."
Print Name
Lagoon Identification
Signature
, k. Grw
Date: 3_ /-0q
'■
Distance fromliquid surface
to lop• •
Distance
to lagoon bottomlayer
R
�i
c
•
*All Grid Points and corresponding sludge layer thickness must be shown on a sketch
attached to this Sludge Su_Ne Data Sheet.
Cem:ersion Table =rcm Inches to Tenths of feet
lncnes
Tenths :f feet
Inches
Tenths of fees
1
0.1
7
0.8
2
0.2
8
0.7
3
0:2•
9
0.7
.
0.3
10
0.8
5
0.=
11
0.9
7
0.=
17
1'0

---F 7
&K-For
rr
loo
10
12of
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LLLLJ
. ......
...........

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: OK Farms, LLC
Address: 4685 Cedar Creek Road
Fayetteville, NC 28312
Telephone: [phone]
Table 1 - Field Specifications
C:�*►�eria.��
County: Its IFN8a
Date: 7/12/2004
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Modefand Type of Equipment:' Valley Pivot
Travel Application TRAVELLANE Wetted Nozzle Operating Operating
Speed Effective !Diameter Diameter Pressure Pressure
Rate Effective
-Comments
c
X
'����®��

Sheet4
TABLE 4 - Irrigation System Specifications
Center
Solid Set
Pivot
Irrigation
Flow Rate of Sprinkler m
400
Operating Pressure at Pum(psi)
67.5
Design Precipitation Rate inlhr
NA
Hose Length feet
NA
xxxxxxXX
Type of Speed Compensation
NA
XXXXXXXX
Pump Type PTO, Engine, Electric
Electric
Pump Power Requirement h
19.7
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
3.76
Dead End
2.67
Tee
1.87
Gate Valve
2.67
45 degree bend
2.03
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 105 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone]
Required Documentation
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, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, .traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50' or wider must be maintained between the limits of the irrigation system and all ,
perennial streams and surface waters per NC Statutes.
J

Narrative of Irrigation System Operation
I c. ,wAw J
This pivot system is designed to provide additional land for the OK Farm in t County. This
pivot is on 'leased' land from an adjacent landowner, and is 'new' land for this plan. For this reason,
SB515 setback rules apply to this land. However, as shown on the working map, none of the SB515
setbacks are within the design area.
The pivot used has been programmed to cut the end gun and last 3 sprinklers on and off as described
in this design, and as shown on the working map. The system is powered by a Berkeley B3TPM pump
and a 20hp electric motor. A starter paner, heat protection, and timer have been wired into the system.
This pivot and power unit are designed separate from the existing irrigation system for this farm and
will operate independently of the reel system used.
Application rate can be varied by increasing and decreasing the speed of the pivot used as shown in
the manufacturers material provided. t

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Pivot
Nozzle Size: NA inches
Pivot Pressure: 55 psi
Flowrate(GPM):. 400 gpm
Wetted Diameter: 718.98 feet
Lane Soacinas
Desired Spacing (%): NA
%
Design Spacing(feet): NA
*PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): NA
feet
Actual Spacing (%): NA
%
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design.App. Rate = NA
in/hr
300 degree arc = NA
in/hr
220 degree arc = NA
in/hr
180 degree arc = NA
in/hr
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 4.53 ft/sec.
Page 1
J

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: PP
. Total distance: 1334 feet
Friction Loss is figured using HazenlWllliam's Equation
Friction Loss=
Max. Mainline Loss =
Total Dynamic Head
1.04 feet1100 feet
13.9 feet or 6.0 psi
Sprinkler Pressure:
55 psi
Loss through pivot:
0 psi
Elevation head:
1.1 psi
Mainline loss:
6.0 psi
Suction head and lift:
2.2 psi
5% fitting loss:
3.2 psi
TOTAL(TDH) =
67.5 psi or 156.0 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet)139601 Pump effeciency
Pump Description: Berkeley B3TPM
Pump Efficiency: 80 %
Horsepower Required: 19.7 Hp
Thrust Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
Thrust: 3200 feet
Soil Bearing Strength: 1200 feet
End Cap: 2.7 ft2
90 degree elbow: 3.8 ft2
Tee: 1.9 ft2
45 degree elbow: 2.0 ft2
Pipe Pressure Ratina Check
Pressure Rating of Pipe to be Used: 160 psi
Max. Pressure on system when running: 67.5 psi
70% of Pressure Rating: 112 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet?
NPSHA: 22 1
NPSHR: 14 'from pump curve
If NPSHA>NPSHR OK
t
Page 3

Sheet8
Page 1

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MUMS 26 km SE of Fayetteville, North Carolina, United States 12 Mar 1998
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BERKELEY PUMPS
TYPE "B" RATING CURVES
C6:ERKEL.EY >-
B_L[�H ® MOTOR DRIVE
CURVE 4075
DATE 1-2-88
PAGE 4.02
SUPERSEDES
All reViously issued
4075 Curves
case: Materiel C.I. Pen. No. L61104 Mesh. No. LO1104 Nominal - R.P.M. 3600
Impeller: tutenal C.I. ►ell. No M02959(7/8"U)Meoh.No.See haloW Dim. 6}" Full Based on Fresh Water 0 801 F.
M0296000 U) Maximum Working Pressure: 150 PSI
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25'0,
...... -
t.:.... ........ "I A__....i.....
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1.,..1 ...., ..
0 IGO 200 300 M 4ob 500 600 » _ T 700
CAPACITY IN U.S. GALLONS PER MINUTE
C-5005 ' saw.. `T-2126 $-pe'lodel C-5005 owes 3-1-72 Deis 7-30-1985 MouLL B3 T P M
-- — — — Case: Materiel C.I. am No. L01104 "-- Math. No. L-01104 Nominal A.R.M. 3600 .
hnpeAn: Material C.I. P811,me. M-06830 Meoh.Na M-06830 ou. 6j" (Full) Based on Fresh Water 0 80• F.
_T_ �� _ Maximum Working Pressure:
..j.....:.. `' 30
t.. .1.i - .l. f... i- .i..:....... ... ......
....i
1•: .
_._...t. .. . ».,. ..
.........._"1 , • . ,3..I •I ....�:._. �• - j. .. .t..•...... 20
.....,.,. . ..: .. 1....,......:.....; .. .... ... .. ...
...1..:.,.. .
10
11 {... ... 1_
..... :....
' , .. .!
175
125 0
Mo
125
- .......
_...
75 L:.
-_ _. - __
TI
50
'.i
,... .
r
25 p
100 200 300 400 500 600 700 800
CAPACITY IN U.S. GALLONS PER MINUTE
68 seise on T-3742 eupeneeer C-8501 onw 6-•1-79 " owe 6-20-85 MODEL B 3 T P H'

Parent Order#:
10327231
Order No:
10329723
.Order Date:
04/12/2004
Plant:
McCook Manufacturing
healer PO:
Promise Date:
04/19/2004
Routing:
W/SYS
Dealer:
00002068/ED BULLARD IRRIGATION
Cuatomer:
OR FARMS, LLC
4685 Cedar Creek
Road
Payetteville,NC
2831;
Model:
-8000
Pivot Pressure
(PSI): -�
55
Machine Length:
718.98
Gallonage
(GPM):
400
End Gun Radius:
95.64
GPM/Acre:
8.15
Total Acres:
47.86
App Rate
(In/Day):
0.44
Pivot
Model
Qty
Length(ft)
Dia(in)
Spacing
profile 'Tire Material C-F
=ccccc-__-==c=ra=cccr=�»cveccavaa==can
a===-aaaaaa=cc»=»xcc»=a
eeac=c»ce=cca=asecan=c=n===a=c=a
8000
3
1B0.0
6 5/8
108 in
Standard 14.9 x 24 High Float Galvanized
8000
1
160.0
6 5/8
108 in
Standard 14.9 x 24 High Float Galvanized
8000
1
18
6 5/8
110 in
Galvanized
Sprinkler Configuration
Criteria Component Configuration
=mownammma===pie=aamnpRecc aseu an nwommas=saaac=_accccsva_-.»ccavaaacxaacros^axseaasacac»axcccccc»�
All U-pipe Valley, 6, Galvanized, 3/4 M NPT x 3/4 M Hose
Variable Drop Black, Hose, 72, 314 F Hose
Regulator Valley, PSR, 30, All, 3/4 P' NPT
Slip Weight valley, 26, 2, Poly__
Sprinkler Nelson, TR3000, D4 - Green, 3/4 M NPT
Total hose length: 512.39 ft
------t_---------.._.--.._-_,..-._.-—_--
Cautions:
Pressure:
Pressure = 55 PSI
Measured at a Inlet
Pressure Loss a 1.6 PSI
Endgun Summary:
Usage m Standard
Model = Nelson NV100
Endgun valve a 1926125
Timer Chart Settings:
Center Drive Output = 68 RPM
Motor Frequency = 60 Hz
Wheel Gearbox Ratio = 52:1
Tires Size = 14.9 x 24 High Float
Options:
Drain Sprinkler a Senninger Directional
Last Sprinkler Coverage = 1 ft
Use Last Coupler - YES
Minimum Mainline Pressure = 6 PSI
Shipping options:
Ship Drop Hardware
Ship Endgun Nozzle
Ship Endgun Hardware
Do not ship Endgun Valve / Nozzle Valve Hardware
Do not ship Booeterpump Hardware
Page 1

Parent Order#: 10327231
Order No: 10329723
Dealer: 00002068/ED BULLARD IRRIGATION Customer:
Cpl
Dist Spk
Dist Nozzle Size
Color
Wear
No
From No
Last
P�d
Pivot
Spk-
1
5.43
Gauge
2
14.43
Plug
3
23.43
-
Plug
Sprinkler:
Nelson TR3000
Rotator
4
32.43
--------------------------------
1
16
Lavender
D4
-
5
41.43
9.00
Plug
ireen
6
50.43
2
18.00
16
Lavender
D4
-
Green
7
59.43
9.00
Plug
i
8
68.43
3
18.00
16
Lavender
D4
-
Green
9
77.43
9.00
Plug
10
86.43
4
18.00
16
Lavender
D4
-been
11
95.32
8.90
Plug
12
104.32
5
17.90
16
Lavender
D4
-ireen
13
113.32
9.00
Plug
14
122.32
6
18.00
16
Lavender
D4
-ireen
15
131.32
9.00
Plug
16
140.22
7
17.90
18
Gray
D4
-Green
17
149.22
9.00
Plug
18
158.22
8
18.00
18
Gray
D4.-Green
19
167.22
9.00
Plug
20
176.22
9
18.00
20
Turquoise
D4
-
Green
180.88
Tower NLnber: 1
Span Length:
179.86
-
21
-185.53
9.31
Plug
22
194.53
10
18.31
21
Turq/Yellow
D4
-
Green
23
203.53
9.00
Plug
24
212.53
11
18.00
21
Turq/Yellow
D4
-
Green
25
221.53
9.00
Plug
26
230.53
12
18.00
23
Yellow/Red
D4
-
Green
27
239.53
9.00
Plug
28
248.53
13
18.00
23
Yellow/Red
D4
-
Green
29
257.53
9.00
Plug
30
266.53
14
18.00
24
Red
D4
-
Green
31
275.43
8.90
Plug
32
284.43
15
17.90
25
Red!White
D4
-
Green
33
293.43-
9.00
Plug
34
302.43
16
18.00
26
White
D4
-
Green
35
311.43
9.00
Plug
36
320.32
17
17.90
26
White
D4
-
Green
37
329.32
9.00
Plug
38
338.32
18
18.00
23
Yellow/Red
D4
-
Green
39
347.32
19
9.00
20
Turquoise
D4
-Green
40
356.32
20
9.00
20
Turquoise
D4
-
Green
360.98
-
Tower Number: 2
Span Length:
180.11
'-------
------------
41
-------------------------------------------
365.64
21
9.31
20
Turquoise
--
D4
-
Green
42
374.64
22
9.00
20
Turquoise
D4
-
Green
43
383-64
23
9.00
20
Turquoise
D4
Green
Default Sprinkler Chart - 4/12/2004
Drop
Regulator Line
PSI
55.0
Spk Rqd Act
PSI GPM GPM
100
PSR 30A
54.28
32.11
1.01
. 2.50
108
PSR 30A
I
53.92
32.11
1.07
2.50
114
PSR 30A
53.68
32.09
1.45
2.50
116
PSR 30A
53.53
32.07
1.82
2.50
116
iSR 30A
53.50
32.05
2.20
2.50
112
PSR 30A
53.56
32.02
2.58
2.50
106
PSR 30A
53.73
31.99
2.96
3.13
97
PSR 30A
i
54.01
31.96
3.35
•3.13
85
PSR 30A
54.39
31.91
3.76
3.91
-----------------------------------------------
91
PSR
30A
'54.10
31.87
4.15
4.25
102
PSR
30A
53.66
31-84
4.50 -
4.24
110
PSR
30A
53.32
31.78
4.88
5.10
115
PSR
30A
53.09
31.74
5.26
5.10
117
PSR
30A
52.97
31.68
5.62
5.62
117
PSR
30A
52.95
31.63
6.00
6.06
113
PSR
30A
53.04
31.57
6.38
6.57
107
PSR
309
53.22
31.53
6.76
6.57
97
PSR
30A
53.52
31.73
5.33
5.10
91
PSR
30A
53.71
31.91
3.67
3.91
85
PSR
30A
53.92
31.91
3.84
3.91
----------------------------------------------
85 PSR 30A 53.90 31.90 3.93 3.91
91 PSR 30A 53.65 31.90 3.96 3.91
97 PSR 30A 53.42 31.88 4.06 3.91
Page 1

Parent Order#: 10327231
Order No: 10329723
Dealer: 00002068/® BULLARD IRRIGATION Customer:
Cpi Dist - Spk Dist
No From No Last
Pivot Spk
Nozzle Size Color
44
392.64
24
9.00
21
Turq/Yellow
D4
- Green
45
401-64
25
9.00
21
Turq/Yellow
D4
- Green
46
410.64
26
9.00
21
Turq/Yellow
D4
- Green
47
419.64
27
9.00
'22
Yellow
D4
- Green
48
426.64
28
9.00
22
Yellow
D4
- Green
49
437.64
29
9.00
22
Yellow
D4
- Green
50
446.64
30
9.00
22
Yellow
D4
- Green
5!
455.53
31
8.90
22
Yellow
D4
- Green
52
464.53
32
9.00
22
Yellow
D4
- Green
53
473.53
33
9.00
23
Yellow/Red
D4
- Green
54
482.53
34
9.00
23
Yellow/Red
D4
- Careen
55
491.53
35
9.00
23
Yellow/Red
D4
- Green
56
500.43
36
8.90
23
Yellow/Red
D4
- Green
57
509.43
37
9.00
24
Red
D4
- Green
58
518.43
38
9.00
24
Red
D4
- Green
59
527-43
39
9.00
24
Red
D4
- Green
60
536.43
40
9.00
24
Red
D4
- Green
541.09
Tower Number:
3
Span Length:
190.11 �
-----------------------------------------------
61
545.74
41
9.31
24
Red
D4
- Green
62
554.74
42
9.00
25
Red/White
D4
- Green
63
563.74
43
9.00
25
Red/White
D4
- Green
64
572_74
44
9.00
-25
Red/White
D4
- Green
65
581.74
45
9.00
25
Red/White
D4
- Green
66
590-24
46
8.50
24
P.ed
D4
- Green
67
598.66
47
8.42
25-
Red/white
D4
- Green
68
607_08
48
8.42
25
Red/White
D4
- Green
69
615.58
49
B_50
25
Red/Wh-te
D4
- Green
70
624'.58
50
9.00
26
White
D4
- Green
71
633-58
51
9.00
26
White
D4
- Green
72
642.58
52
9.00
27
White/Blue
D4
- Green
73
651.58
53
9.00
27
White/Blue
D4
- Crean
73
660-47
54
8.90
27
White/Blue
D4
- 'green
75
669.47
55
9.00
27
White/Blue
D4
- Green
76
678.47
56
9.00
27
White/Blue
D4
- Green
77
687.47
57
9.00
27
White/Blue
D4
- Green
78
696.47
58
9.00
28
Slue
D4
- Green
79
700.26
3.79
Plug
700.87
rower N•.unber:
4
Span Length:
159.78
----------------------------------------------------
80
705.27
'59
8.79
28
Blue
__-
D4
-
--------
preen
81
714.44
60
9.17
29
Slue/Dk Brown D4
-!Green
sprinkler: Senninger Directional Spray
--------------------------------------
Drop Regulator Line Spk Rqd Act
ength PSI PSI GPM GPM
102
PSR 30A
53.22
31.86
4.15
4.24
107
PSR 30A
53.05
31.86
4.25
4.24
110
PSR 30A
52-90
31.85
4-34
4.24
113
PSR 30A
52.78
31.83
4.44
4.70
115
PSR 30A
52.69
31.83
4.53
4.70
117
PSR 30A
52.62
31.83
4.63
4.7C
117
PSR 30A
52.58
31.83
4.70
4.70
117
PSR 30A
52.57
31.82
-4.79
4.7C
117
PSR 30A
52.58
31.80
4.91
4.70
115
PSR 30A
52.62
31.77
5.01
5.10
113
PSR 30A
52.68
31.76
5.10
5-10
310
PSR 30A
52.77
31.76
5.17
5.10
107
PSR 30A
52.89
31.74
5.26
5.10
102
PSR 30A
53.03
31.71
5-39
5.62
97
PSR 30A
53-20
31.71
5.48
5.62
91
PSR 30A
53.40
31.71
5.58
5.62
85
PSR 30A
53.62
31.68
5.77
5.62
84
------------------------------------------
PSR 30A
53.64
31.6E
5.87
5.62
89
PSR 30A
53.45
31.64
5.87
6.06
94
PSR 30A
53.29
31_64
5-96
6.06
97
PSR 30A
53.14
31.63
6-06
6.06
100
PSR 30A
53.02
31.65
5-98
6.06
103
PSR 30A
52-93
31-67
5-87
5.62
104
PSR. 30A
52.86
31-64
5.92
6.0E
106
PSR 30A
52.81
31-63
6.04
6.06
106
PSR 30A
52.78
31.59
6.33
6.05
106
PSR 30A
52.78
31.53
6-61
6.57
106
PSR 30A
52.79
31.51
6,70
6.57
105
PSR 30A
52.83
31.48
6,80
7.01
103
PSR 30A
52.89
31.49
6.85
7.04
100
PSR 30A
52.97
31.49
6.95
7-04
97
PSR 30A
53.08
31.48
7.08
7.04
93
PSR 30A
53.21
31.46
7.18
7.04
89
PSR 30A
53.37
31.43
7.27
7.04
84
PSR 30A
53.55
31-41
7.28
7.66
-----------------------------------------------
83 PSR 30A 53.56 31.41 7.45 7.66
88 PSR 30A 53-40 31.23 8.51 S.17
82 717.98 61 3.54 12 Red
718.98 Overhang Span Length: 18-11
------------------------------------------------------------- _--------
Sprinkler. Nelson N-7100 Rrsdgun i
53.32 53.32 7.73 7-35
Default Sprinkler Chart - 4/12J2004 -----! -- ---� -� -"--
Page 2

Parent Order#: 10327231
Order No: 10329723
Dealer: 00002068/E3) BULLARD IRRIGATION Customer:
- I
CP1 Dist Spk Dist Nozzle Size Color We.
No From No Last ; P,
Pivot Spk__-
------------------------------
83 718.98 62 1.00 0.65
Endgun Arc Settings: Forward Angle: 45 Reverse Angle: 80!
i
Regulator Line Spk Rqd Act
PSI PSI GPM GPM
53.32 52.02 88.41 88.00
405.03
Default Sprinkler Chart - 4/12/2004 I I Page 3

Parent Order#: 10327231
Order Date: 04/12/2004
Dealer PO:
Dealer: 00002068/ED BULLARD IRRIGATION
Customer: OR FARMS, LLC
4685 Cedar Creek Road
Frayetteville,NC 28317
Model:
8000
Machine Length:
718.98
End Gun Radius:
95.64
Total Acres:
47.86
Order No: 10329723
Plant: McCook Manufacturing
Promise Dato: 04/19/2004
Routing: W/SYS
Pivot Preosure (PS1): 55
Gallonage (GPM): 400
GPM/Acre: 8,15
App Rate (In/Day): 0.44
P E R C E N T A G E T I M E R D A T A
Inches Per Revolution Percent Timer Setting Hours Per Revolution
c ccvccccaaaaaaazz===e=ea=x===xac==�taeacaaaaca=_==aaabeaaaacWecaaacc=�p2avmae_eec=
0.09 100 4.8
0.10 90 5.3
0.20 45 10.7
0.30 30 16.0
0.41 22 21.8
0.50 18 26.7
0.60 15 32.0
0.69 l3 36.9
0.82 11 43.6
0.90 10 48.0
1.00 9 53.3
1.29 7 68.6
1.50 6 80.0
1.80 5 96.0
Above data represents a Pivot Machine sprinkler package with a 68 RPM center drive gearbox
--`(480-vo-1te; 60-Hertz)-�rheel gearbox -ratio 0E-�2-:-1,-anc4-l4-,-9-x-74_High_Float tir.eoCateci._et
the last regular drive unit. The End Gun is assumed to be running at all times.
.-,.._--._...---._...___.__ �._.__ W_.._.....__.___._ _.__...._...._....__--_._. Page
Timer Chart -� 4112l2004

Parent Order#:
1032723i Order No:
10329723
O-1der Date:
04/12/2004 Plant:
McCook Manufacturing
Dealer PO:
Promise Date:
04/19/2004
Routing:
W/SYS
Dealer:
00002068/ED BULLARD IRRIGATION
Customer:
OK FARMS, LLC
Qty
Part
Description
Number
1
0211047
NPL
MS
2 X 4 1/2GV•SCH 40
1
0211059
NPL
MS
3/4 X 12 GV SCH 40
60
0227230
REG
PR
30 PSI 3/4 FEM X 3/4 FEM PSR
1
0232501
PRESSURE GAUGE 0-•100 PSI
60
0232503
VLV
MS
SENNINGER BALL VLV 3/4"FNPT X 3/411MNPT
1
0241005
FIT
ER
3/4 X 90 GV
1
0241012
FIT
ES
3/4 X 90 GV
1
0244038
FIT
PB
1 X 3/4 GV REDUCER
60
0271077
HSE
IT
3/4" MNPT X 3/4" HOSE BARB
60
0271080
HSE
CL
1 1/16" HOSE CLAMP -CRIMP
60
0271084
HSE
CL
1 1/4" S.S. HOSE DROP CLAMP
3
0272033
HSE
WT
3/4" FLEX X 250 FT. ROLL
60
0430529
SPK
PD
D4 8 DEG ROTOR 'PLATE (GREEN)
60
0430600
SPK
MS
NELSON ADAPTER 3/4 MNPT'X SQUARE THREAD
60
0430602
SPK
MS
NELSON CAP/MOTOR ASSM FOR R3000
6
0430616
SPK
NZ
3TN 16/128 LAVENDER
2
0430618
SPK
NZ
3TN 181128 GRAY
6
0430620
SPK
NZ
'3TN 20/128 TURQUOISE
5
0430621
SPK
NZ
3TN 211128 TURQUOISE/YELLOW
6
0430622
SPK
NZ
3TN 22/128 YELLOW-
7
0430623
SPK
NZ
3TN 23/128 YELLOW/RED
7
0430624
SPK
NZ
3TN 24/128 RED
8
0430625
SPK
NZ
3TN 25/128 RED/WHITE
4
0430626
SPK
NZ
3TN 26/128 WHITE
6
0430627
SPK
NZ
3TN 27/128 WHITE/BLUE
2
0430628
SPK
NZ
3TN 28/128 BLUE
1
0430629
SPK
NZ
3TN 29/128 BLUE/DARK BROWN
60
0430663
SPK
MS
'NELSON NUTATOR BO DY GREEN
1
1
049612D
0500703
GPK
SPK
N.
NZ
R nY N. b12 ORF .188
TAPERED SR100 NELSON 0.65T
1
0505052
SPK
CP
SRNV100-ECN END GUN 2" BASE
60
0994385
2 LB. HOSE DROP WEIGHT - POLYETHYLENE
60
0995972
U-PIPE
W/BARBED END
1
1926125
END GUN ELBOW
----------------------------------------------------- ------ --
Total Net Weight (lbs): 393.26
-------------------------------------------------------------------------------------
----._—.. __--- --_—_---------------------- ._.._..._ _—-----..__...- .._.....— --- --- - Page 1
Bill of Materials Report W/0 Pricing - 4/12/2004

Parent Order#: 10327231
Order No: 10329723
Dealer: 00002068/ED BULLARD IRRIGATION
Customer: OK FARMS, LLC
WARRANTY
The information presented in the attached Dealer Sprinkler Report, Setup Sprinkler Report, and percent
Timer Report is based on variables which cannot be totally controlled by Valmont (including, but not
limited to; pivot pressure, inside pipeline surface, end gun throw, end gun arc setting, tire slippage,
tire pressure, field elopes, soil variations, sprinkler package installation, wolf capacity, center
drive motor voltage, center drive motor frequency, climatic conditions and other elements and
circumstances beyond ValmontIsreasonable control), Valmont makes no warranty for this sprinkler
package's uniformity and/or distribution of water or chemicals, accuracy or consistency of the
application depth, and machine rotation time. Furthermore, Valmont makes no representations or
recommendations as to percentage timer settings, water application rates, irrigation scheduling, and
other similar or dissimilar irrigation/farm management decisions.
LIABILITY
The responsibility and obligations lie with the end riser L,,) determine if the sprinkler package/repo.r.t'
received matches the machine configuration and field conditions (including but not limited to:
sprinkler type, sprinkler spacing, sprinkler, height, pressure regulator type, crop, soil type, span
lengths, last regular drive unit tire type, last regular drive unit motor, and pipe diameters).
VALMONT ASSUMES NO LIABILITY OF WHATSOEVER NATURE OR KIND FOR CROP LOSSES OR OTHER DAMAGES (INCLUDING
CONSEQUENTIAL DAMAGES) CAUSED BY TFIS SPRINKLER PACKAGE, r
SPRINKLER REPORT GENERAL INFORMATION
Sprinkler reports are created using information from the Sprinkler Order Transmittal received or as
given verbally to a Valmont Customer Service/Parts Reprenenta.tive and is considered by Valmont to be
accurate.
Pivot span length begins at the center of the riser pipe inlet and ends at the center of a flex joint.
Intermediate length span begins and ends at the center of a flex joint. Last span length begins at the
center of a flex joint and ends at the last pipe flange.
Pivot pressure begins at the first coupler on the pipeline downstream of the pivot elbow. End pressure
.__stated by the report will be wil-hin a range of -0 to +1.1 PST of the specified end pressure at the and
of the machine pipeline. Calculated pressure states] by Lhc rreparti will be wit?iiri a range-Cf =0-to-+7.-1
PSI of the minimum sprinkler pressure specified by Valmont or its sprinkler suppliers.
Pipeline pressure and drop length stated by the report for a bowstring span are adjusted for elevation
change--dueTto-crown-height,—tire-size-and-drive-unit-profile.
Calculated sprinkler ground clearance extends from the ground surface up to the point where the water
exits the sprinkler.
Highest elevation stated by the report is prorated over the first 30% of machine length with the
remaining machine length at the highest elevation and is only used with sprinkler packages containing
pressure regulators.
Non -pressure regulated machines are considered to be on level ground. Pressure regulators will have a'
minimum inlet pressure of 5 PSI plus their nominal pressure rating.
Auxiliary end gun will be specified by the spri.nklcr program only when it is requested by the customer
and the primary end gun cannot meet the end gun required flow. End gun coverage area can be over
watering or under watering based upon end gun nozzle size and/or booster pump flow limitations.
The Percentage Timer Data report is based upon typical operating conditions. Valmont recommends'
monitoring the machine for at least one revolution to obtain an accurate rotation time.
Water application rates and rotation times may vary with a corner machine operating in chemigate mode.
Page ]-

on each side of the pipe to provide support free from voids.
Care should be taken to avoid deforming, displacing, or
.4 Final backfill
6.4.1 -General. After pipeline testing, final backfill shall be
Placed and spiead in approximately upiform layers,in. such 4
manner as to fill the trench completely so that there will be no
unfilled spaces tinder or about rocks or lumps of earth in the
backfill. Final backfdl shall be free of large rocks, frozen clods
and other debris greater than 76 mm (3 in.) in diameter. Rolling
equipment or heavy tampers should be used to consolidate the
final backfill only after the minimurp depth of cover has been
placed and .only with pipe Baying yvall thic}cnesses great than
SECTION 7=SPlrCIAl. �QkJ§ DEt3A'f;Qt 4
7.1 Bell holes for rybber gasket Joint;. When the pipe peing in;
stalled is proyided withrubber gasket' joints,• bell holes shall be
excavated in the bedding material to sllow for the unobstructed
assembly of the joint. Care should be taken that the bejl hole is no
larger than necessary to accomplish proper joint assembly? When the
joint has been made, the bell hole should be carefully'ftlled with
TABLE 11- THRUST BLOCKING ANIl ANCHORS FOR UNDERGROUND ;RRIGATION PfPELINES
Step 1. Multiply the- working pressure pp p
e4* ►e `.• shown in he following table to obtain•totaal th uNst in•(lb)to value
C�`�a:,,i. PIPELINE TI;ItUST 'ACTORS!, t
t'! •••r raotia.»
pipe Size Dead End 90° 45° 22-1/2°
.it° In. mm or Tee Elbow Elbow ' Elbow "
i
• •
1-1/2 38.1
2.94
'4.16
2.25.
1.1-5
2 50.8
4.66
6.46
3.60•
1.78
2-1/2; 63.5
6.66.
8.40
6.10
2.60
3 '' 76.2
6.80,
13.9
7.51
3.82
3-1/2 88.6
12.8
18A
9.81
4.99
4 101.6
16.2
23.0
12.4
6.31
6 127.Q
24.7`
35.Q
18.9' :
9.63
6 162,4•
34.8
49.2
28. 7
13.6 •
9 203.2
69:0
83:5
46.2
23.0
10 254.0
91.5
130.0 -
70.0
$5.8
12 304.8
129:0
182.0
98.5 '
60.3
M Based on thrust Per kPa (psi) pressure :.. :...,,
f Blocking for cross may not bg needed" vbranch lines.
Step 2. Determine the'
►/paring strenh of tfie
sail from the table ,
below:
BEARING STRENGTfL OF SOLL.S
1
Soils and Safe Bearing Loads
lb/it2
: ka
Sound Shale }p OOq 478.8
Cemented Gravel and'Sand
difficult to pick
4 000
191.5
Coarse and fine compact Sand
3 000 -
143.6
Medium Clay -Can be spaded
2000
96.8
Soft Clay
1 000
47.9
Muck
Q
0
Step 3. Divide the total thrust obtained In Step 1 by 'the bearing
strength of the loll to get the area needed, m2 (ft2),
SIDE THRUST ALTERNATE PROCEDURE.
Pipe Size
Side Thrust -per Degree!
In.
nun
lb N
1.1/2
38.1
6.1 22.7
2
50.9
7.9 35,1
2-1/2
63.5
-11.6 51.6
3
76.2
17.2 76.1
i,.
3-1/2
88.9
92.4 99.6
4
101.6
28.3 125.6
5
'127.0
_
43.1 191.7
6
162.4
60.8 270.6
8
203.2
103.0 458.2
10
264.0
160.0 711.7
12
304.8
225.0 1000.4
+ Based on side thrust per 689 kPa (1QO psi) pressure per degree of
deflection.
NOTE: Multiply side thrust from table by degrees of deflection
times kPa (pail divided by 100 to obtain total side thrust In N (lb).

l
Ir
•+,
'L •'.
Figure 2. Anchorage blocks for in -line valves.
j Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and wyes, multiply the figure in
--- Table--l-by-the-factors--given-i-n T-abl-e-2. - -
Tabla 1. Thrust W at End Plugs
Thrust in s_ fnr test pressure in psi
Pipe Diameter
inches
100 PSI
150 PSI
200''PSI
_
250 PSI
1k
295
440
590
740
2
455
680
910
11.40
2
660
990
1320
1650
3
935
1480
1970
2460
4
1820
2 220
3630
4540
6
3740
5600
7460
9350
8
6490-,
9740
13,000
16,200
10
10,650
16,000
21,300
26,600
12
.15,150
22,700
30,200
37,800
14
20,600
30,800
41,100
51,400
16.
26,600
39,800
53,100
66,400

V �1., ) 5, .
Table 2.._.Factor* .for Calculating Thrust W for
`s Elbows and:Tees.
El bows: ' 9.00 = 1.41 Tees = 0.70 Z
600 1.00`.:
450 = 0..76
300 _ . 0.52
.22:5�
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load.
Soil lb/ft2
Mulch, peat and similar 0
Soft Clay 1000
Sand 2000
Sand and gravel 3000
Sand and'gravel cemented
with clay 4000
Hard shale
10,000
Thrust block area(ft2) - W _ Thrust (Table 1 & Table 2)
Soil earing 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
being 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.usea for trench preparation. The vibrating 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 will be 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-

FRICTION LOSS. CHARTS
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
160
1.26
170
1.41
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
1 .380
6.26 2.22
.95
.26
400
6.90 2.45
1.04
.28
.10
420
2.59
1.14
.31
.10
440
2.92
1.25
.34
.11
1 460
3.18
1.35
.37
.12
480
3.44
1.46
.41
.'
3.70
1.58
-----43-•------
__1,4------------.-
.15
.060 ---.- .
550
1.69
.52
.18
.083
600
2.22
.61
.21
.096
7. 58-
..7--1
.24
1-1
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
1% To find friction head loss in
1050
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
A23
1450
SOR PR F
3.16
1.08
.451
1500
21 200 PSI 1.00
135
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 J
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 feet per second are not recommended.
Page 2

FRICTION
LOSS IN
POLYETHYLENE
HOSE
s
FRICTION LOSS PER 100 FEET POLYETHELINE IRRIGATION HOSE (WATER)
P.S.I.
O.D. MM
135
125
120
110
90
3
82
2.7
75__
.5
63
2.1
50
1.60
40
1"30 ,
�
I.D. INS.
4.5
A.I.
4.0
3.7
0.9
SAL/ 10
- -
- -
- -
_ _
_
_ _
_ _
_ _
1.1
3.1
MIN. 20
- -
" "
- -
_
_ _
_ _
_ _
- -
2.3
6.6
30
- -
" -
_ _
_
- -
1.4
4.0
11.2
40
- "
_
_ _
_ -
- -
- -
2.1
6.0
16.9
50
--
--
--
_
--
1.2
2.9
60
--
--
--
1.0
1.6
3.9
11.2
--.
70
__
1.3
2.0
4.4
14.4
- -
BO
- -
- -
1.6
2.5
6.1
-.-
- -
90
_ _
1.9
3.0
7.5
- -
100
- -
- -_
1.3
2.3
316
8.9
- -
110
- '
"-
- -
1.6
2.7
120
130
--
--
--
--
-=
- -
0.7
0.9
1.B
2.1
3.1
3.6
4,9 �'
5.6-
--
--
--
--
140
150
- -
- -
- -
- -
- -
0.9
2.4
4.1
6.4
160
- -
- -
- -
1.0
2.7
416
7,2
10
- -
- -
- -
1.2
3.0
5.2
8.1
170
- -
- -
-
0.9
1.0
1.3
1.4
3.4
3.7
5.7
6.3
B,9-
9.9
190
- -
-
=
200
- -
0.9
1.1
1.6
4.1
7.0
`
210
- -
0.9
•1.2
1.7
4.5
7.6-
220
- -
1.0
1.3
1.9
4-9
B•3-
230
- -
1.1
.1.4
2.1
5.3
910
- _
- -
- -
240
- -
1.2
1.5
2.2
5.7
418
' '
_
- -
2.4
6.2
260
1.0
1.4
1.7
2.6
6.6
270
1.0
1.5
1.9
2.8
7.1-
280
1.1
1.b
2.0
3.0
7.6
290
1.2
1.7
2.1
3.2
B.1
300
1.2
1.8
2.2
3.4
8.6
310
1.3
1.9
2.4
3.6
9:2
-
320
1,4
2.0
2.5
3.8
9.7.-
330
1.5
2.2
2.7
4.0
- -
340
1.6
2.3
2.0
4.2
- _
350
1.7
2.4
3.0-
4.5
- -
360
1.7
2.5
3.2
4.7
- -
370
1.8
2.7
3.3
4.4-
380
1.9
2.0
3.5
5.2
390
2.0
2.9
3.7
5.5
00
2.1
3.1
3.8
5.7
420
2.3
3,4
4.2
6.3
440
2.5
3.7
4.6
6.8-
4,60
2.7
4.0
5.0
7.4
480
3.0
4.3
5.4-
500
3.2
4.6
5.8

INSTALLATION r
14 9A
CLASS OF EMBEDMENT
I
It
III
1V
Mmuruwmil
MATERIAL UESCRIPTION
GCN%J J
SaM aMGrarcl
hliltd • Crra..
Fill¢Glain
141wi all
Sails • Clun
so.1%
50.1s
Opwa... ...jive eamrni range
9-12
91I
450
h.n.I 4 of Jq .cyhi
Sad Contm.dmwn ktcLNW
S of Rwln,O' RrU:ucl ransdy Rance
Compel by Po.C, \,nlpu
95-100
95L1M
95 100
90. 100
Iv IJJnm•r
C75•IC10)
,a 10:1
Uf n„l1 b] PJ bjc
tlD9S
111W
9195
75-90
..r.Jlvt
IKF7S1
110s;:
Clmwi-d .0 9, ¢.I.tmw
11a 95
so 5'S
IfiO 151
M h:.
11.u.1[Au
tJ -W
IAawl
I Iu,rl lJrnp
IU AC
---
two All
(all
t V4 fjp
f0 hIl
ul t r - 1
ldu«L_
IJI IYh
Id) 15
iW1Ul —
1A7b!1 ll
..
. Re1.u.e.6 u....., "M n"(MIK—
•• Ih., u1.L ,. .... .I•f•n..n•Ir Iuxl,' a 1x1.1f • ..p, I••.• n. I •.. ... ,.J N.unp,h .. ,
..Le... 1a ...J. TurlJrnr y.l ..
. ,,, .n.• .. ..r J,„In .. AII..JI Ik,.I«.�1W•..J.r.,..'.,`.6.,...�. ,11,1 ... :.,I,.,..'. 1.. yr..l..
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-sized11 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 examine the parts to make ce,;ian they are free of
obstructions. Visually inspect the completed joint to insure
the gasket has not been dislodged.
Tattle 5
tibia A.u5scalrTloN fsh
SOIL tinlL
CLASS T5'PV.
MATl:0I AL CLASSII1CATW%
CIIu 1 5w"' ..
Mr..G:.."d Inply, pin.l. wae.id. VI 1. I In 6wk, 11 ., Al.. —I Lf1•, iw•
CIJJ,I .11leri.l. h.•inI rrlw5.1 .ilnilw..rr .w'h u rw,heJ ..+w + ...,, ti..\rn
C.I.( cm,bd II.I, ti kJ , 11 —Md IWU.
CI.JI rl $.;W. C:W
WtR.I,•.dtd I.. & W "-I ..".li.ewn, liuk w I., I..,I ,%IK ,x ...w'.J
MYIe fl.,lis. ...i.d M N..4 le— M., IhN 9196 ,N I. M1•d I. N1. 2131 Ills
rP
P—ly I,Wld I1.e111 W r11.e1-,W fek—t., 1.11, .x w.. 6— M14,
'
tnit.n.tL fI.,YM IIYiMd .. )t,. 1 .k... M— Lk- 95%.....w•J.«. N.. W.I ,i, ,
,
C
SW
Well Ith&d 4in01 W Il..epy.Wl, Wit ,x ,.. 6n.•.: ld— lh.n UV4 nl.,.u..•
I-4.., 1-- N.. 4 ..0 , Ms IN. 95% .v1.,n:J.«, H., "91 11, t'lr
5!•
P,,.r1y IlJded rws .,1J II ... 11, . Wdt. hnl, .. M, I— hl...r Ih.n 51Mi ,.f
IrxliM pa -I N«, 1 4-e. M..I dun 0% rfl. r..vl 1w h•. VL.,
C'la. tll Sudv •• CA
Shy I —eh. I....1 —4 1.1. n,..wta. 51re nuxr .d ..,u,.' I,.,..n ,r.urY•J ..n
2.
N. 1 .i.." I tart 61.n vl% rr—" M M. 2e., „r•t
CC
Clll,7 L•t.rl,, I,,.r1 ..W :1., . ...f MIS .« x:.J,,..,.•
N., MYI .,W..d .,. N,.. 24.. rw•r
fAl
5,hy lYd1. IW�Iih I...,wr, M... lh,.'Art .,f 1 ....
Ni— NM ill{ .rtliNJ,+, h'.. Ml ,..e
sC
Chyty .—All. BmJ C6y mn,wr, Ad— lh.n 5.rf nl ....,.: h a ,... . ,.,,.: - N.. J
,elt. Nine Pr., 514 K..inrJ.r N,,, 710 I— .
f'l... 1%, S'M, ML
Im.IJnK Ilia, •ery fin, d'...ht n.wr. W.y .., .1+1+, ! .,. ..aL I .I••..l I.mJ
50% 0, kli. MA .r
CL
I"J", CI.y, xl I.,>✓.,, n,rJ.w., I.I....+y. I..1.II..3,.• ,.., ...1 ,I.}..
kin el'y1.
MII
In.l n„f Hh., me h':.w. .x J.+..nw r, x.. f.w• ..r..l• •..... I. ,.. ..... I .,...,5
A—." J.,. 511C, VA .x m.xv I....:. K.. .. .
CH
ln.I.S: rI.,, V hiah ry1.,..x, to I'la,• Lw•.•J I..... , ....
.n.r1 Lrurl N•,, ithf l.—
C6.. V S..h CL
tk.Jna tdu YIJ .rIJ.K ,d., , I,i, nt 1—,Ju..1 .,, Ltir..1 I«x+ ,•r.. • I,.a
54K A. rhw, V" " N,i ;Ill..n,
or
U.I Nir e1J,. rJ -'diem Y. h,Ih l.um+, LI-11,.w, ,,.... r "t ,x
I., P...., N.. 200 „e.,
J
IT
►r". In.l\ W .J.r hi1n1, nlwl .nh.
• S..h Ir, 1e .h G.14 I. ASTM V 2401, tictp. Im Cl... I m..•ral > h.1, r, J,&h i .r. Acl Al I1 ; 1; J
•' it...v,..dh..'I .'ah ASTM
U 2J11. Im Ih. 5% I.I. Na.'M .iv.e.
"' • I. wrJ.ncv ..h ASrM
.,. 12% p,.I N,. ;.., .., , t.11 ..,
Si.,-
U 2117,',nill ...h II
At,wfit.,i— 4ht. is tw.c
eh.m... imit or CIA., 11 N. .,I CIJ„ it
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DECREE
---I1F C�1a1J �f:SlOrti_Y.ER5115_EMBED MENT CLASS AND METHOD The haunchin area l5 n10S1 important t0 the support Of
OF PLACEPIEST AS PERCENT OF STA ` ARTT>'RrrCTOR p pl
DENSITY OR RELATIVE DENSITY, PVC pipe. For Food support —,Tie launc I ng area sti-OU l-bc
FOR GRANULAR MATERIALS IN PARENTHESIS— compacted to the densities given In the ]..ono Ternl
Deflection Chart.
Figure 2

Irrigation Water Conveyance
High -Pressure, Underground, Plastic
Instsllatlon ,
Minimum depth of cover. Pipe shall be. installed at suffi-
cient depth below the ground surface to provide protection
from hazards imposed by traffic crossings, farming opera-
tions, freezing temperatures, or soil cracking. The minimum
depth of cover for pipe susceptible to any of these hazards
shall be:
Pipe diameter Depth of cover
N ti
'h through•21A.......».......... ................ ............................. 18
3 through 5.................................................................... 24
6 or more. 30
In areas where the pipe will not be susceptible to freez.
ing and vehicular or cultivation hazards and the soils do` not
crack appreciably when dry, the"minimum depth of cover
may be reduced to:
Pipe diameter Depth of cover
'A through 1%.............................................................. 6
2 through 3............. ................ ...»...................... :.... »..... ' 12
4 through 6......... »....»»......::....................................... 18
Morethan 6.........».»..».....................».................... :..... 24
In cranberry bogs where the pipe is not susceptible to
freezing-andfieavy-equipment-i"ever-allowed.-the-mini-
mum depth of cover may be 6 in for a 64n diameter pipe
and 12 in for a larger pipe.
The minimum cover for polyethylene pipe is 6 in but may
`- educed-to-24n-where-eond' inirnum—
cover for PVC pipe in cranberry bogs, where the pipe is to
be protected from freezing after winter flooding, shall be 12
in, If the winter -flood equals or exceeds 12 in. Where the
winter flood is less than 12 in, the top of the pipe shall be
at least 24 in below the water surface. -Solvent -welded joints
shall be used at all connections of PVC pipe where peat "
and muck exbA in their normal layered pattern. Rubber
gasket joints may be used following normal bedding proce-
dures where coarse sand or cement layers exist.
At low places on the ground surface, extra fill may be
placed over the pipeline to provide the minimum depth of
cover. The top width of the fill shall then be no less than 10
semicircular bottom that closely fits the pipe, the width
shalt not exceed the outside diameter of the pipe by
more that 10 percent.
The trench bottom shall be uniform Se that the pine lies
on the bottom without bridging. Clods, rocks, and uneven
spots that can damage the pipe or cause nonuniform sup-
port shall be removed.
If rocks, boulders, or any other material that can damage
the pipe are, encountered, the trench bottom shall be under-
cut"a minimum of 4 in below final grade and filled with bed-
ding material consisting of sand or compacted fine-grained
soils.
Pipelines having a diameter of ,A through 21A in that are
to be placed in -areas not subject to vehicular loads and in
soils that do not crack appreciably when dry may be placed
by using "plow -in" equipment instead of conventional
trenching.
Provisions shall be made to insure safe working condi-
tions where unstable soil, trench depth, or other conditions
can be hazardous to personnel working in the trench.
Placement. Care shall be taken to prevent permanent dis-
tortion and damage when handling the pipe during unusu-
ally warm Ior cold weather. The pipe shall be allowed to
come within a few degrees of the tem_ perature it will have
after it is completely covered before placing the backfll,
other than that needed for shading, or before connecting
the pipe to other facilities. The pipe shall be uniformly and
continuously supported over its entire length on firm stable,
material. Blocking or mounding shall not be used to. bring
the pipe to final grade.
For pipe with bell joints, bell holes shall be excavated in
the bedding material, as needed, to allow for unobstructed
assembly of the joint and to permit the body of the pipe to
be in contact with the bedding material throughout its
_length-
Joints and connections. All joints and connections shall
be designed and,constructed to withstand the design maxi-
-nium wor�Cing pressure -for the -pipeline -without -leakage we"
to leave the inside. of the line tree of any obstruction that
may tend to reduce its capacity below design requirements.
All fittings, such as couplings, reducers, bends, tees, and
crosses, shalt/be installed according to the recommenda-
tions of the pipe manufacturer.
Fittings made of steelor other metals susceptible to car-
rosioh shall be adequately protected by being wrapped with -
plastic tape or by being coated with, a substance that has
high corrosion -preventative qualities. If plastic tape is used,
all surfaces shell be thoroughly cleaned and coated with a
primer compatible with the tape before wrapping.
It and the side slopes no steeper than 6:1. If extra protec-
tion is needed at vehicle crossings, oncasemeni pipe or
other approved methods may be used.
Trench construction. The trench at any point below
the top of the pipe shall be only wide enough to permit
the pipe to be easily placed and joined and to allow the
initial backfill material to be uniformly placed under,the
haunches and along the side of the pipe. The maximum
trench width shall be 36 in greater than the diameter of
the pipe. If the trench is precision excavated and has a
SCS, January 1989
Thrust blocks. Thrust blocks must be formed against a
solid hand -excavated trench wall undamaged by mechani-
cal equipment. They shall be constructed of concrete, and
the space between the pipe and trench wall shall be filled
to the height of -the outside diameter of the pipe or as spec-
ified by the manufacturer.
Testing. The pipeline shall be tested for pressure strength,
leakage, and proper functioning. The tests may be per-
formed before backfilling or anytime after the pipeline is
ready for service.

Tests for pressure strength and leaks shall be accom-
certify with supporting test results that the pipe meets the
plished by inspecting the pipeline and appurtenances while
requirements specified in this standard, The seal of
the maximum working pressure is maintained and all joints
approval of a recognized laboratory on pipe bearing one of
and connections are uncovered. or by observing norms
r
operation of the pipeline after it is put into service. Partial
accepted for this certification.
backfills needed to hold the pipe in place during testing
The installing contractor shall certify that his or her instal•
shall be placed as specified in "Initial Backfill." Any leaks
lation complies with the requirements of this standard. He
shall be repaired and the system retested.
or she shall furnish a written guarantee that protects the
The pipeline shatt be tested to insure that it functions
owner against defective workmanship and materials for not
property at design capacity. At or below design capacity
less than 1 year. The certification identifies the manufac•
there shall be no objectionable flow conditions. Objections-
turer and markings of the pipe used.
ble How conditions shall include water hammer, continuing
unsteady delivery of water, damage to the pipeline, or detri.
mental discharge from control valves.
materials
Initial backfill. Hand, mechanical, or water packing meth.
Quality of plastic pipe. The compound used in manufac•
ods may be used.
turing the pipe shall meet the requirements of one of the
The initial backfil material shall be soil or sand that is
following materials:
free from rocks or stones larger than 1 in. in diameter, At
the time of placement, the moisture content of the material
1. Polyvinyl chloride (PVC) as specified in ASTM-0-1764.
shall be such that the required degree of compaction can
be obtained with the backflll method to be used. The initial
Case
backfiil material shall be placed so that the pipe will not be
Material cleawficatlan
displaced, excessively deformed, or damaged.
Type 1, Grade t....................................................... 12,154-0
. If backfilting Is done by hand or mechanical means, the
Type I, Grade 2.................................... .................... 12454—C
Initial fill shall be compacted firmly around and above the
Type tl, Grade 1 . 14333-0
pipe as required to provide adequate lateral support to the
pipe.
2. Acryionitrite-butadiene•styrene (ASS) as specified In
If the water packing method is used, the pipeline first
ASTM-D-1788,
shall be tilled with water, The initial backflll before wetting
shall be of sufficient depth to Insure complete coverage of
Cade
the pipe after consolidation, Water packing is accomplished
Material ctassio"Oon
{ by adding enough water to diked reaches of the trench to
Tape 1, Grade 2........... ....... 5-2-2
thoroughly saturate the initial backflll without excessive
Type 1, Grade 3..........I............. ...
pooling. After the backflll Is saturated, the pipeline shall
type II. -Grade 1........................................................ 4•.4-5
remain IUII untilaftei the-final-backfilt-is-made.-The-wened
---- ---
fill shall be allowed to dry until firm before beginning the
3. Polyethylene (PE) as specified in ASTM-D-1248.
final backtill.
Code
Flna ae rThe final-baC fill-matbrtai-sttall-be-free- of
Material clawfieattan._--_
large rucks, frozen clods, and other debris greater than 3
Grade 1114. Clans C................ ..... lC-P14
.............................
in. in diameter. The material shall be placed and spread in
Grade P23. Class C.................................................. IIC-P23
approximately uniform layers so that there will be no
Great P33, Class C................................................. IIIC— w
unfilled spaces in the backfilt and the backfilt will be level
Grade P34. Class C.................................................. i C-P34
with Me natural ground or at the design grade required to
provide the minimum depth of cover after settlement. Roll-
The pipe shall be homogeneous throughout and tree
€ng equipment shall not be used to consolidate the final
from visible cracks, holes, foreign matter, or other defects.
backfiil until the specified minimum depth of cover has
The pipe shall be as uniform In color. opacity, density, and
been placed,
other physical propertles as is commercially practicable.
All special backfllling requirements of the pipe manufac.
turer shall be met.
Pipe requirements. All pipe installed under this standard
Basis of acceptance. The acceptability of the pipeline
shall be determined by inspections to check compliance
with all the provisions of this standard with respect to the
design of the line, the pipe and pipe marking, the appurte-
nances. and the minimum installation requirements.
Certifications and guarantee. If requested by the state .
conservation engineer, a qualified testing laboratory must
shall be pressure rated for water.
The relationship between standard dimension ratios,
dimensions, hydrostatic design stresim, and pressure rat-
ings shall be determined by one of the following formulas:
For PVC, ASS, and PE pipe with outside diameter
controlled:
P-02-1oM-R-1
SCS, January 1989

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design.capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: Kevin West
(Please print)
Signature: �•y.,h,/.�-~- Date:
Name of Manager(If different from owner):,
Signature: Date:
Name of Person Preparing Plan: (Please print)David G Faircloth
Affiliation:NRCS Phone No. [phone]
Address (Agency); 121 East Mountain Drive Ste 229
Fayetteville NC 28306-3422
Signature: Date:
Page: .12

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Conditional Approval Verification Form
Facility Name: L4 FS e yet Facility No.: �2 L —007
Owner(s) Name:
Mailing Address: J�-�, Phone No.:
�r/c - 1�301 County: rw y1aHj
The facility has satisfactorily completed activities needed to meet the conditions of the
conditional certification submitted for this facility. The following items have been completed
and verified by me:
All land application equipment has been purchased and properly installed and calibrated to
the correct specifications. Date of installation of equipment: Z b-7 _
02-'The cropping system is in place on all land as specified in the animal waste management
plan. Date cropping system in place: ._.__ 3 19-7
Name of Technical Specialist (Please Print): G. 6 L jFAJ J C L I F ro►)
Agency: PR95- `" ISMS 1,Jc,
Address (Agency): P. D• Oak tl-38 PhoneNo.:
CLi N7on1 NG SZ83�-`a xr�
Signature:Qa.,.,/ CPT• Date: 1 l� �7—oo-v,,.
I verify that the above information is correct and has been satisfactorily completed. I realize that
I will be subject to enforcement if I failed to complete my conditional certification by the date
specified in my Certified Animal Waste Management Plan Certification. I also realize that
failure to meet the conditional certification date is grounds for revocation of my permit or
deemed permit status.
Name of Land Owner (Please Print): ��C e V; PI n L✓P S--i--
SignaturegL :,{ /-,p/-- Date:
Return within 30 days following receipt to:
NC Division of Water Quality — Non -Discharge Compliance
and Enforcement Unit
Attention: Sonya Avant
1617 Mail Service Center
Raleigh, N. C. 27699-1617
[phone] extension 571
April 5, 1999
CAVF-1
sla

TeL.�inical Specialist Certificai.on
1. As a technical specialist designated by the 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 (NRC•S) and/or the North Carolina Soil and.Wacer
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.
II. Certification -of Design
A) Collection. Storage. Treatment•Svstem .
Check the appropriate box
Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with
waste-utll'zatlon TewLLrefi3entS:
I 'New. expanded or retrofitted facilirv. (SD)
Animal waste storage and treatment•struciures, such as but not limited to collection system5,
been designed to met, or exceed the minimum standards and lagoons and ponds, have
specifications.
Naive of Technical Specialist (Please Print):
Affiliation: 4 - OVtC
=•_ddress(AQencv): Ilic� - eo,►t Phone No.: 9/9- 7-7i- -a
Signat�sre: -<-_ Date: / Z —Zd—yG
B) Land Application Site ( _U1P)-
The- plan pro"yides for -minimum, separations (buffers); adeatiace amount of� land for waste•
urfization; chosen crop is suitable for waste manag-2 nent; hydraulic and nutrienc loading races. "
\'am, p of Technical Specialist (Please Print): David G. Fazcloth
Affiliation: U. S_.D. A. Natural Resources - Conservation Service _
Address(Agency): 12 1 F. Mtn. Ste. 229- Fayetteville, NC 28306 Phone No,: 9107484-8939
Signatures � ` 3o,r•, _ _Date: I L-.
C) Runoff Controls from Exterior Lots
Check the appropriate box.
1 Facility without exterYor iots.••(SD or WUP or RC)
This facility does not contain any exterior lots. .. -
G 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 MRCS.
Name of Technical Specialist (Please'Print): 'David G'. Faircloth
Affiliation:_ U.S. D.A. Natural Resources_ Conservation Service
Addr6s(:Agencv):_121 E. Mtn., Ste. 229 Fayetteville, NC '28309hone No.: 910-484=8939_
Sig narurea,.�; - .: _ Date: a- - -
AWC .. April24, 1996 2

s
D) Application and Hand--iZ Enuinment
Check the appropriate box
Existiria facility with existing waste application eauin� ment (WJP or I)
Animal�wastz 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 «aste as
necessary to accommodate the waste management plan: (existing application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient loading rates, a schedule for timing of applications has been established; required
buffers can be maintained and calibration and adjustment guidance are contained as part -of the
plan).
.❑ New or xpandedlacility: or existing facility without.existinQ waste application equipment (I)
Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan; (proposed application equipment can
cover. the area required by the plan at rates not to exceed either the specified hydraulic or
nutrient'loading rates; a schedule for timiag-of applications has been established; required
buffers cah be maintained; calibration and adjustment.guidance-dre contained as part of the
plan).
Name,of Technical Specialist (Please Print):
Afflihation:
Address(Agency): Phone
Signature: Date:
III. Certification of Installation
rk) ColTectidn. S_tnraoe. Tl:eatrnent Installatiom
New expanded or retrofitted facility (51?
Animal waste storage and treatment structures, such as but not lirruted to lagoons and ponds,
have been installed in accordance with the approved plan to meet or exceed the nunirnurn
standards and specifications.
For existing facilities without retrofits, no cerrzjwanon is necessar'Y.
Name of Technical Specialist (Please Print): - John M. • Ray; Jr.
Affiliation: U.S.-D.A. Natural Resources Conversation Service .
Address(AQe 1 E. Mtn. , S 229, 'Fayet-teville, NC 283Q6 Phone No.: 910-484=8939
Signature: Date: Z 2;r

4) Land Aoollcation Site (l. JP)
Check the appropriare box
Z The croppin- system is in place on all land as specified in the animal.wasie management plan.
Conditional Approval: all required land as specified in the plan is cleared for plarating;'the
cropping system as specified in'the waste utilization plan has not been established and -the
owner has•conunitted to establish the vegetation as specified'in the plan by6-1-6-qZ
(month/day/year); the proposed cover crop is appropriate for compliance with the waste
utilization plan.
Z 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 certifacatiori,the,owner has committed to establish an interim
crop for erosion control;
Name of Technical Specialist (Please Print): David G. - Faircloth
Affiliation: U.S.D.A. Natural Resources Conservation Service
Address(AQencv)121 E. Mtn, • Ste.229 Fayetteville, NC-28306. -phone No.: 910-484-8939
-Date: 1a-1 4
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 commirred to establish the cropping system as specified in mny (cur)
utilization plan. and -.if appropriate to establish the interim crop for erasiori cona-ol, and :,,ill subrnic to
DEM a ve,Ification of completion from a Technical Specialist within 15 cale:-:c:r days follosx;n2 the date
specified in the conditional c-- tilicatibn: I (we; realize that failure to subrrdc th s•venfica,_,ori is a
violation.of.the waste martage;nenc plan and will subject me (us) to an enforce.-,,nt action from DEM.-
• dame of Land Owrier : ��� K ��,✓� _ _ ' _
SiQnatUre:�'4���1--y _ Date: /.�-3-`��� -
Name of Manaau(if different from owner):
Signature:
C) Runoff Controls from Exterior Lots (RC)
Faciiity with exterior lots
Methods to minimize the run off of pollutants from Iounzing and heavy use are as haN'e been
installed as specified in the plan.
For facilities without exterior lots, no certif cation is necessary.
..Name of Technical Specialist (Please Print):
Affiliation:
Address (Agency):_ Phone No.:^
;Date:
AWC -- April'_.I.11'1h -1

D) replication and Handling Equipment* Instal lotion (W" P or I)
Check the appropriate black
0 Animal waste application and handling equipment specified in the plan is on site and ready t� a
for use; calibration and adjustment_matenals have been provided to the owners and are
contained as part "of the plan.
G 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.'
Ti, C-onditional approval: -Animal waste application and handling -equipment specified in the
plan has been purchased -and. will be on site and installed by f1T6-9J _
(month/day/year); there is adequate storage to hold the waste until the equiprent is installed
and until the waste can be land applied in accordance with the cropping system contained
in the•plan; and calibration and adjustine'nuguidance have been provided to the -owners and
..are contained'as part of the plan.
Name of Technical Specialist (Please -Print):
rkffiliation: tT_ s -�. Nnrriral Reaniir,r C,allservatign Service
.Address (Agency)-- 12 1 F. mtn_.•'�te_.229,_ Fayettevi_lli2, NC 28306-Phone'No.: 9-10-484-8939
Dace: 11-1
' The folIotising signature black is only to.be used when the box for condittona] approval'in III D
' 'above has been checked.
I -(we) cc-nify that I (eve) have co'nunirted to. purchase the anirnal waste•a0ulication and handling
eq�iiprtient as specified in my (our) waste manaQement•plan and will subrLc to-DEtit a ve.�ficatian of
delivery and installation from -a TechnicaI.Specialist-within 15 ca.iendar.days,follokvine the daice specified
in the conditiorial'certirication. I (we) realize that failure to submit this verification is a violation of the
waste'management plan and %vill,subject me (us) to an enforcemnent action from DE.M.
. Name of Land Owner _ 1(p ✓1 �,. .2.L✓e5�
Sigrature: lil�<-� - =- -- -Date: 3-'7G
Name of Manager(if different from owner):_
Signature: - Date:
Please return the completed form to the Division of Environmental Management at the following
address:.
Department of Environment, Health, and Naturaf lResources
Division Of Environmental Management
Water, Quality Section; Compliance Group
-P.O. Bo:c.29;3�
Raleigh, NC 27626-0533-1
Phase also remember to submit a copy of this form along with the complete Animal Waste
'Manazement Plan to the local Soil and Water Conservation D.istrict.Ofllce and to' k: ep a copy. in
,*our files «ith-}-our Animal Wast "IManaQement Plan.
:A WC -- Apri1'_4.I996 5

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i
ANIMAL WASTE UTILIZATION PLAN
Producer:
Location:
Telephone:
Type Operation:
Number of Animals:
(Design Capacity)
STORAGE STRUCTURE:
APPLICATION METHOD:
7V
,Kevin West
RR5 Box 185
Fayetteville NC 28301
910-484-8810
New'Feeder to Finish Swine
5880.00 hogs
00?3
11ae�7
Kra
Not. W..
r9li7;t.�.,
Anaerobic Waste Treatment Lagoon
Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems. 11
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5880 hogs x 1.9 tons waste/hogs/year = 11172 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5880 hogs x 2.3 lbs PAN/hogs/year = 13524 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LHS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
5887
1
ExA
BH
6.5
325
0
28
9100
I
APR-SEP
5887 -1
G�
__T128
I
I I
150
11400
SEP-NOV
5887 2
ExA
FP 3.2
160
0
6.5 1040
I
SEP-APR
5887 2
FP 3.4
0
jGr
I
1170
�2.7 1459
5887 2
Na
FP 3.4
0
I
1170
�5.5 1935
SEP-APR
5888 1
FP 3.2
0
jExA
I I
1160
�1.5 1240
SEP-APR
5888 1
Na
FP 3.4
0
I I
1170
12.5 1425
SEP-APR
END
I
TOTAL113599
- Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only'if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS--
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
----
or
------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL 10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i.e.
April or May). Shading -may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 4

0
ANIMAL WASTE UTILIZATION PLAN
** Acreage figures may exceed total acreage in fields 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
PER UNIT
SH
HYBRID BERMUDAGRASS-HAY
TONS
50
FP
TALL FESCUE -GRAZED
TONS
50
SG
SMALL GRAIN OVERSEEDED
AC
50
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW. N USED
46.7
13599
0
0
46.7
13599
* BALANCE
-75
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to•0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 2175.6 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 10878
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 36.26 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 87.024 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity 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 Tables 1 and 2. Failure to apply the recommended rates and
Page: 6

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
I I
I
(Application
RatelApplic. Amount
Tract l
Field j
Soil Type
l Crop
I (in/hr)
I (inches)
5887 l
I
1 I
ExA
I
l BH
I
I 0.35
I *1.0
I
5887 l
I
2 l
Gr
I
l FP
I
l 0.35
I
I *1.00
I
5887. 1
I
2 l
Na
I
l FP
I
l 0.40
l *1.0
I
5887 l
I
2 l
ExA
I
l FP
I
I 0.35
l *1.0
I
5887
I
I _1 I
I
I 5G
I
I
I
5888
I
l 1 I
ExA
I
l FP
I
0.35
I
I *1.0
5888
l 1
l 1 l
Na
I
l FP
1
1
l 0.40
I
f *1.0
I
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Page: 7

ANIMAL WASTE UTILIZATION PLAN
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
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 Tables 1 and 2. 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 rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 8

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
producer either owns or has 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.
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 la 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.
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.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be.applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc.; are limited to areas where considered.
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: . 10

WASTE' UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 preplant with no•further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary.storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 11

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:O.K. Farms
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established -in the
approved animal waste utilization plan for the farm named above. I
(we) know'that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: Kevin West
(please print)
Signature: %�p� ' ��Q // Date: _7— 30 '9O
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan.: (please print)Larry E Simpson
Affiliation:Cumberland SWCD Phone No. [phone]
Address (Agency): 121 East Mountain Drive Ste 229
Fayetteville NC 28306-3422
Signature : / r Date:
14
Page: 12

f
ANIMAL WASTE UTILIZATION PLAN
I,
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only If addltionaI land has to be Ieased, etc.)
, hereby give
permission to apply animal waste from his Waste Utilization System
on acres of my land for the duration of time shown below.
The field(s) on which waste can be applied are shown on the
attached map.
I understand that this waste contains nitrogen, phosphorous,
potassium, and other trace elements and when properly applied
should not harm my land or crops. I also understand that the use
of waste will reduce my need for commercial fertilizer.
Adjacent Landowner: Date:
Waste Producer:
Date:
Technical Representative: Date:
SWCD Representative:
Term of Agreement:
Date:
,19 to
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2.)
Page: 13

ANIMAL WASTE UTILIZATION PLAN
STATE OF NORTH CAROLINA
COUNTY OF
I,
Public of said County, do hereby certify that
a Notary
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and official seal this day of
19
My commission expires
(SEAL)
Notary Public.
Page: 14

' ANIMAL WASTE UTILIZATION PLAN
Waste Utilization - Third Party Receiver Actreement
I,
generated by
hereby agree to apply waste
in a manner that meets the
Waste Utilization Standard (633), or use an alternative waste
utilization system that has been accepted in•writing by the
Division of Water Quality.
Third Party Receiver:
Date:
Term of Agreement: to
(Minimum Ten Years on Cost -Shared Items)
STATE OF NORTH CAROLINA
COUNTY OF
I, , a Notary
Public of said County, do hereby certify that
, personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
WITNESS my hand and official seal this day of
19
My commission expires
(SEAL)
Notary Public.
Page: 15

-A-j

�� ifCg7`fd �
EMERGENCY ACTION PLAN
PHONE NUMBERS W R'-C
1-800-858-0368 24 Hrs .) f11►gi ,�'f�+- 1V
D�VQ 910-48b-1541; ( �
EMERGE , CY NMANAGENMNT SYSTEM 910-483-3903
SWCD 910-484-8479 Ext. 202 ..-4[ , G 1996
vRCS 910-484-8939 Ext. 202 1Vor,_,,� ,
This plan will be implemented in the event [hat wastes from your operation ire leaking,
c e; !c piny. or runnine off site. You should not wait until wastes reach surface waters or
'eave your proce cy to consider chat you have a problem. You should make L-very effort cc
Insure chat [his lees not happen. This plan should be posted in an accessible location for
all e-:plovees at the facili-c. The following are some action items you should tak> .
:. S:ac -n- :_!gate or wastes. Deoendinv on the situation. this may or may not be
_cssible. Sue2ested responses to some possible problems are listed below.
7_oOn OVerilOW-oossiple solutions are:
a. ,o:l to be= to lnc:ecse eleva[!on of dam.
wastes [o fle!ds at an rare.
5{ip'll il0'.4's to ch- la'200!i iZ:at"!V.
Cail a purnoinz contra,::Or.
puke sure no surface ware: is ente:inQ lasoon.
3: Runoff from waste application «t'.d-actions include:
a. Im ne^iately stop waste application.
o. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and elirninacA the reson(s) that caused the runoff.
Evalt:at_ the application rates for the fields where runoff occurred.
C: Lt--katrp'from the waste pipes and sprinklers -action include:
a. Sccp recycle pump.
b. Stop irrigation pump. '
c. Close valves to eliminate further discharze.
d. Repair all leaks prior to res[artsna pumps.
D: Leakage from flush systems. houses, solid separators -action include:
a. Stop recycle pump.
Sion irrigyation pump.
c. Nlatie sure no siphon occurs.
:i. 5[op a:l flows in the !7ousz. rush 5vVem5. or schd-epurators.

e. Repair all leaks prior to restarting* pumps.
-aka«e from base or side,. -,--all of lagoon. Often this is szepaRt as opposed to
riowina leaks- possible action:
a. Dig a small sump or ditch away from the embarkment to c_ich all szepac�
put in a submersible pump. and pump back to lagoon.
b. lI holes are caused by burrowing animals. trap or remove anirnals and -lil
holes and comoact with a clay type soil.
Nave a professional evaluate the condition of the side wails and laszoon
bottom as soon as possiole.
?.=._sess the extent of the shill and note any obvious damages.
Did tie waste rzach any sur-face waters'
=. .=.ppreximaiely how much was released and I=or <<-nat duration'
_. nv damage not-d, such -as ernplov-e injury, Iisn k111s. or prope:w daiTiag-_'.
Did r-he spill leave the properfy�? -
Dots _...- so'!1 'have the potential fo ..-each surface'varers".
: CO a It!ture rain -ye;,c taus-- the spill to reach surrac:� water:.
DOtabi- ':gat-r wells in danatr (either On or 'Of: Or t e DrOCe.i J)'
.::uca reac.^.ed su-Tactwaters.
-. '.Ju ing normal business flours, call your D`YQ (Division of `Yale: Qualiit'�
or:21 Orflc-. Phone - - _`.:ter flours. � .� _�=racy num"bc . : 1: -
Our ]none cast should nnc!ude: your name. facility, telephone number, ult
3F :i- incident from item ? _Dove, the -.;act location of the facilirv, t e lo_at:a
--:ion of movement Cl _-:e sp_ ill. weather and wind conditions. The
.:esur-s that have beer under taken, and the seriousness of the situation.
c. if spill leaves property or enters suing-- :vaie:s, call local EvIS Phone nu*i:'C-:
instruct E'AS to contact local Health De.pa1_mem.
d. Contact CES. phone number - - local SWCD office phone number - -
and local MRCS office for advice.'technical assistance phone number - -
-. I -none of the above works call 911 or die She efts Department and exr)lain your
problem to them and ask that person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair of problem to minimize off -sit-
damage.
a. Contractors Name: J i :vi ✓vr o eGL�isr 1�
b. Contractors .address: 3-7 WJ,AP-©tap J�'t��� �' ���+�ri�1 1411L
c. Contrac-ors Phone:

6: Contact the technical specialist who certified the lagoon (VRCS. Consultim__>
En,Tinz--r, etc.)
a. Name: Dean K. Bingham, Civil Fiagi eer__,
b. phone: [phone]
Implement procedures as advised by D`VQ and technical assistance agencies to
rectify the damage. repair the system. and reassess the waste management plan to
keep probiems with release of wastes from happeningaQain.

Swine Farm Waste Management Odor Control Checklist
--- -
Sum-cc(cause 1111'i1lS to fi111t1mue Odor SUe SpedUc Andiccs`-�-- - -'
Farmstead • Swine ploductioll � VCgeiative Ur wooded bki''cis;
Recommended best manngememl prlcticcs;
Uuod judgnlcnl and CUn1 uou Scuse
Allhu;d bn(I)' 5111-fares • Dili)' I allutc-Comcd a111111aI5 MY 1lools
f'fUnl SII! fares • Wel 111711IIHC-Covuled Hoofs SlUtic[I ttUUIS; -
t Wlllcrers located over Sloped IloolS;
❑ I'Cedels ill high end U1 solid 11001S;
I i Sclape Inanlnc buildnll liunl llools;
f 011del floor vcntilaliull fill- drying
M:1111lle ColfCCtIU1i lllts
M:1111lle ColfCCtIU1i lllts
• Urine;- — ---
f�.
Fic( uent manme Iemoval by flush, flit iccltan c,--------
• 10"51 ndmuhhd deunn]1115111n11
Ur 5mmpe;
f
Undcrllonr vcnliliillon
Vcntdatinil CSII:1151 liars
VUlatlle cad's;
Fan 111:11nteriance;-
Dust
Ellicienl ilir lnuvelticill y
Indoor surfaces
• 1)nsI _
fA
Washdown betweell gioullS of :111imal5; — u--- f-_
Mj
Red additives;
❑
Feeder cover.-;;
❑
Fccd delivery dumispout extenders lu feeder
covers
Flush Islrks
a Agitation ul'iccycicd lagoon
)Iq
1 luslr Lu1k cuvci:t; � —
liquid while linik5 are l I11111g
IR
l.xlcud fill Mlles to IIC it bollum of oinks wilt
antimiphon vcnlS
Hush alleys
9 Agitation dm inl; wirslewalei
C�
Undcl floor flush with 1111(b Ilnor vcntilaliun
cunvcyanrc
pit Iechalgc ]whits �
• Al{Ilalnlll of mUded lagnull
❑
I-xiend Icclnllge lilies to neat bottom of pits
liquid while flits are filling
�❑
witli a11t1-Slllhou vents
Lill StalkiS
Ahil:rllou during Stimp lath,
Sump lank covers -- f
filling i111d draWdoWD
Unwide dials CUllectiun
• Agltalimi driti 1b ivastewalel
11ox covCIS--
ur junction hUXes
Conveyance
AMOC - November 11, 1996, Page 3

silo SpedHe Prndlees
Source
I:nd or drainpipes at
c.:111se —
Agitation during wastewater
_
r.xteml discharge point (,[pipes tlll(Ielneath
laguoll
cunveynncc
lagoon liquid level —
Lagoon surfaces
Whom an emissions;
Proper lagoon liquid capacity;
• Wologlcal mixing;
Correct IWgmn slartup 1),ocedlll'Cs;
• Agitation
Minimum surface area-lo-volmOe ratio;
Millimoill agitation when plunping;
Cl
Mechanical acratiull;
O
Proven biological additives
Ilflgatwu mwlllI:IC1
• I IIgII I)rCSSina ughatiml;
I
11'I'Igale oil d1-y (Jays with little or no %vind;
nozzles
Wind drift
Mininnuu reconllncnde(I Operating pressure;
pump Intake near Iagoon ll(Illld sl1rlacc;
❑
_—_—
11111111) From secolld-Stage IngoollIg
Storage lank or basin
0 Partial micrubial decomoosilion;
❑
l3ollonl or midlevel Ioa(lit
surl"acc
0 Mixing while filling;
O
'Tank covels;
• Agllatioll \vllell c1111)1yI11g
❑
Basill surface Illals Of solids;
❑
Ilroven biological additives of oxidants —
Settling basin surface
0 1'allial microbial decomposition;
O
l'xlelid drainpipe outlets 11n(ICrncalh liquid
Mixing while ruing;
level;
• Agitation when enlplying
o
Remove settled solids regularly
Manu1C, slurry or slu(Jge
• Agitation when splcading;
0
Soil injection of slurry/sludges;
spleadcr OutICIS
0 Vulatile gas emissions
M
%Nash residual manure from spreader alter isc;
O
Proven biological additives or oxidants
Uncovered manure,
a Volatile gas emissions while
❑
A hdccuon oI shirryAludges
Any or sludge on liel(I
drying
O
Soil incorporation within 'I8 I11'S.;
surlilccs
O
Spread in Illin uniform layers lbr rapid drying;
Cl
Proven biological additives or oxi(ants
I animals
Carcass (Ieconlposiliun
PI Opel- disposition of Carcasses
cad
Il Cil(I animal (lisposal
• Carcass decolllposl ll oil
CI
1...olliplete covel ing of cnl'ei155eS II1 burial I1115;
pHs
t]
hoper locaduldconstrllctioll or dlspos:ll pits —_—
Ilichumors
• Incongdete colllhl1s111711
n
secondnry slack burners
AMOC - Novclllbcr 11, 1996, Page 11

Insect Control Checklist for Animal Operations
Source Cause 1111.11's tU C(1[!Ii'VE InsCC[5 Sitesllecilic Prncliccs
LI(Itlid sysic►ns
Flush Gullcrs Accomulalion of sulids blush s}'slclll is dcsiglicd and operated - --
sufficiently to ►culove accunudated sulids Flom
glitters as ticsigucd.
Remove br idging of accttnlulaled solills ell
dlschal g(1 .
Lagoons and ['its ulustctl Solids
Mailliain laguuns, %culiltg hasllls an(I llits whcle
I)C51 bICC(I111g 15;tI1I1;1rcnt to mirlinlize the
crusting orsolids to;a dellllt of l!o morc than G -
S metres over morc than 3U% of surl(1ce.
Gxccssivc veget llive • Decaying vcgctMiull Maiulain vegetative conlrul along hanks of
G1u%vlh lagoons and athcr ilililuilndnlents lu prevent
nccnmtllation ordecaying vegetative matter
along %valer'5 C(Igc on impoundment's pci-imeter.
Dry Systems
Feeders Feed spillage I)csign, operate and'ltlainlaht reed s315[clltS (C.g„
1lonkcrs and troughs) to Ininiltlizc [lie
accunnllation ordecaying wastage.
Cleat! 111) spillage till a routine basis (c.b.,- -�'Fff P41 -r
Akor interval (luring skimmer; 1 S-30 day pact val
. during tvinlcr). _ - _
Fccd Storage Accumulations of Iced Ieslducs Reduce moislme i mmitllnliun within and
(II V(llld immediate perimeter of feed storage
areas by insul ing (Imirlage sway rroln site
Emdlur III uviding adc(Itlalc COIlUlionlcnt (e.z.,
coveicd bill for ble1YCr's grain and similar high
111ois[llic Clain products).
hlsped for awl remove ur break till accumulated
solids in lilicr shills -110011d feed s[uragc as
ncedcd.
AN-I[C- November 1 I, 1996, Page I

-"—"--- Site SPeeIlll' I'1'I1CtICCS -- "-
---
---"
------
II111I'sl(1h�1IIi111i-IxOdllr----
-- --
Source
Llll simians
`:IIISL`-------
Agil;lHmi duri"g sII up lank
n
Slllllll I;IIIk CUVCIs ---_-
IIIIIII�', ;111(I (II';I1VlIU„'ll
-- .
(lis(I,;nge Point nri,ipes nnllclncatll
r.n(I nr�Il,linPlPes al
n itali(ln—(Illlill� ,,aSte,V;llel'%.tel►(I
lagoon liquid level --
lagoon
l onuc)';Incc---
f
I'ruPcr lagoon.li(itli(I capacily;
----
I';1!',UU11 Sill hi 'Cs •
Volatile gaS C1niSsiollS;
rg
(.UI'1'CCt IagUUII Slal'lllp I)I'UCCtIlIICS;
•
I)IUIl1gIC;lI I111X111l;;
.
ni,ilatin„
0
Ivlinillllllll Sill -race alca-lo-volull,e ratio;
�q
Millimuln agitation „'bile I)(Illlllillg;
n
n•lechallical aeration;
CI
Plovull biological additives ---
Irrigatiull sprinkler •
Iitl)CSSIIIC ;IgII;IIIUII;
6l I I
�
hrignte oil (It-)- Cla)'S %Vitt, little UI• no wlll(I;
operating procedure;
noz,les
(Irirl
n'ullil„n111 recommended
'}
I'llillp llllake near lagoon ll(illl(I Slll'faCC;
n
I'lllllp Irool SCCUII(I-slagC 560011 --'
Carcass ( ICCUIIIpUSIIIUiI
t .
l'ropcl' disposition of carcasses ---'
e-adbil (IS
pUSIIIUII
iP
coveting o carcasses in Wrial pits;
Ul';ICI bll'(I disposal pit
;11'Ci1S
ljjComplete
Proper IUCiIH.&CUIISti'lldiUll of EUSPOSal PITS;
Cl
Disposal pit (:avers light riling---
-- ---
rA
UIMLIC and 1n1lISC;lpe sncl, that wale,' (Ir;lill5
;
_--
Smilding water ❑luun(I
Imilri,per (laill;IL
may front facilities:
facilities
Microbial decomposition Of
UI''t',iIIIIC IIIi1lIC1'
•
I'UUI'ly "mill uincd access IU;I(lS
I'ill'lll aCCCSS road III;11111CII;111CC
r'lll(i liacked onto Illll)IIc
roads Iron' lalltl accC55-�---
Available 171.0111 : _
Additional In Formation : NCSU, Colinly EXICnsioll Centel*
I'oullly �'lanurc N1ana(,c )'lllU Izule/I)NII' I'ackcl NCSU I)AI;
I'oull,y Layer I'lo(lucliun Facility �'lanln'C Mana(;c111C111: IIIP Me, I)Ccp Pit 131-
; I.Itnl 1311 NCSU - I)AC
Poultry Layer I'lodliclioll Facility Manure, Ma,laf{Cnlcm: U"dCrcagc I�lusl, - ge; 1,13A] ;llnit:nt ; I:I}Ali I�0 8 t NCSU - I)AG
Lagoon I)csif;n and blanagcnlcnl fur I.ivcslocl: Ivlanllre'I'leallilclit nild Sluragc ; 1;13AG IU3 83 NCSU - l)AI'
NCSU - I'oullry Science
Calibration of hlalltirc and Wastewater Application 1?lluil,nlcnl ; I:Ilnli !let Sllccl FloridaSUCooperalivc Cxlcnsiun
Proper Disposal of Dead PoulUy ; ii,, I' Guide Nu. I9
Nuisance Concerns in nninlal Manulc t`'L•unl;;en,cnl: O(luls an(I I�IicS ; I'I101U7, 1995 Conference I'locee(lings
AMOC - November 11, 1996, Page 7

Sonrcc — -� �CausC II{YII'S to Colltrul InSCets � ~ Site Spucilic Practices —
Animal I lulling Arcas AccumulaliUlts of animal MUSICS ISlllnillalC IUw at'cas that Iral1 nloislLile al011r,
Mod [cell tivastage knees and other lucaliooS wIICIC waste
;IM1111111;llcs an11 dislulbaocc by Mlilna15 is
Iniohiml.
I'VIainl;tin ICIICc lows and fillermlip5 ammid
rr i'miloal holding areas to minimize
;Icclimuhlions of %vaslcs (i.e., inspect for and
IU111 VC or brc;lk Lill accumulalcd sulids as
neared).
I)i v N-hom C I hildliltg Acemmilatlons Uf animal wasles ❑ Remove spillage un a rulllinc basis (c.g., 7 - 11)
Syslcals (fay interval dui iut, sullullcr; 15 JI1 day itllcrv;ll
flits pig winlCI) Nvhcl c nlanul c is loaded for Llnd
alli►licaliou ur disposal.
❑ I'l nvidc fur adcqunlc drain;lgc arurnlLI 111,11 trc
stockpiles.
❑ lisped for and remove ur break up accuollllalcd
ivastcs in filter strips around stockpiles and
ma11111'c handlimg, al-ea5 as needed.
Fur more infonrlintiou contact the 'oollcrative Extension SCI'vice, Ucpatlnlcnl ul Eillowology, Uox 76I3, Nollh Carolina State University,
Raleigh, NC, 27695-76I3.
AA-IIC - November 11, 1996, I'age 2

Mortality ylanaaement Nlethods
(check which method(s) are being implemented)
r1 Burial three feet beneath the surface of the around within ?—', hours after
knowledge of the death. The burial must be at least 300 feet from anv flowini.-
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-163.7
.] Complete incineration
In the case of dead poultry only. placing in a disposal pit of a size and design
approved by the Department of :agriculture
J any method which in the professional opinion of the State Ve,,erinarian would
ma4-e 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)
Deie:ncer lS. 1996

3, 3
wA, i-iff,
JUN
LAGOON DESIG
AND
WASTE MANAGEMENT
PLAN FOR
KEVIN WEST

Kevin West
5,880 Topping Operation
Animal Waste Management System
Table of Contents
Page Item
DESIGN
1
Lagoon and pad volume information sheet
2
Location Map
3
Flood prone area map
4
Site/nearest residence location map
5
USGS Topographical/periennial stream map
6
Lagoon design
9
Grid information sheets
11
Typical Cross Sections
14
Volume Calculations -- Excavation
20
Volume Calculations -- Pad Fill
23
Volume Calculations -- Dike Fill
24
Seeding Specifications
25
Specifications for Construction
27
Operations and Maintenance Plan
29
Waste Utilization Plan
38
Waste Sampling Information
DESIGN SUPPORTING DOCUMENTATION
41 Hazard Classification NC-ENG-34
42 Soils investigation Sheet SCS-ENG-538
46 Environmental Evaluation NC-CPA-16
48 Soil Survey sheet

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TAE E
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ksv,n Wes 7r
CUJRd BRuu n D Co.
- t
FILL
AVptwCE GROUND
VARIABLE �
SANmrr WATER IAL
Nn CLAY
/Ap
jeXCAUATEAtwlro FEET THI
CG AlArmA`- CLAY LINER
SST CLAY -CLAY
ADDITIONAL'EXCAVATION DUE TO LINER:
TYPICAL CROSS-SECTION OF
LAGOON ODNSTRUCTIONIWITII
PARTIAL- CLAY LINER
i
y, 5
WT THICK CLAY LINER
�G6d ATE "ITS A"A A"
B,AAW.Fi42L WI-141 G'b%
EXCAVATE
/-:
i, FILL
AVERArE GROUND
f
i VARIABLE SANDY MATERIAL
NO CLAY
EXCAU0.'i� IS `� tnlTo
FEET THICKc� MaTeR�a�-
CLAY LINER
SANDY CLAY -CLAY
ANERACE DEPTH TO CLAY X 1.5 FEET THICK X DISTANCE CHRIC FEET = CUBIC YARM
27 CUBIC FEET/CUBIC YARDS
MITE: WHEN AREAS OF UNSUITABLE MATERIAL ARE EWAtiN ERED, THEY WILL NEED TO BE EXCAVATED A NINIMUM OF J
1.5 FEET BELOW GRADE, BACKFILLED AND COMPACTED WITH A SCS APPROVED MATERIAL (SC, CL, CH). 1J

TYPICAL VIEV OF A ONE -STAGE LAGOON SYSTEh
Top Yid th !z 1
Confinement Bldg.
S5. c 54. C.
Pit
8 Pipe (Needs to be adequately
�T spported)
Bottom Elevation 44.1
Kevin WEST
CunaBERLRnG Co.
Settled Top Elevation 5¢'
Pipe Invert Elevation
SS _ 3 1T
Treatment
Lagoon
SS 3: 1
kz
Depth _A_3 _ 14K('AVATL L 3` /l1Tn
1 =i F7i r'1A ! r.L Cf F!1 a.
J•!� f�`ATC n�.L 4n Y
En'JI•J AL L n�
I L 'L
NOTE: RIP --RAP, FLEXIBLE PIPE OR OTHER SUITABLE HATERIAL WILL BE PLACED AT PIPE OUTLETS TO PREVENT
EROSION OF CLAY LINER

U. S. DEPARTMENT OF AGRICULTURE MC•EMG-40
Soil Camervatian Service Rev. 7/91
13
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: I<eV)n WC-5T Date:_/oL/-7 f 2s
County: COMBErzLAnb
Address:
$EC Top. MAP F&O Iv1Fgs4e�w��K[�
..
EI14 TN
ii DE SLOPE ;.-LTC 1
AVE. TOP EL EV.
ti
�O ♦a
M14 SECTION
-- AVE. lOTTOY ELEV.
1
I-LEMCT14
(S« back for valuRa caLculatiam) .
Use of facility: An$W1AL WAS -re Tit6-4TMjTnr i.Ac00.1
Capacity: 9 0 0(�, 9-7 s G911oas 1 zo 4 141 Ft3
Soil Type: A
a
Bench Mark Descr pt on n n L k n C1 U M 7RE9 L0 G r4 7k iJ A ' GOU 71+
Or 574-rjVPj & 3i00 AUAKCD -IAJ(TH jD,r-)jt AFl..0017 - - -
Bottom
Normal Liquid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest ESW
Max.Flow Depth
Freeboard
Top of Dam
Elev. 4+. r
Elev. 5z.4-
(+) Ft.
Elev. 2.
(+) .7 Ft.
Elev.
{+) - Ft.
-Ft.
Elev. .T+. r

DEC 2g 'S5 7:12
FROM USDA—NRCS FAY, NC TO SCSAO PAGE.001
UN1TIM STAB NATURAL CHARLW-ROSE AGR14WO CENTER
DEPARTMENT OF RESOURCES 121 E MOUNTAIN DRIVE, STE 229
AGRICULTURE CONSERVATION FAYEiTEVLLLE. N. C. 28306-3422
SI;I:IVICE Tel ane:910-484-9479
PAX KUNBER [phone]
FACSIMILE TRANSMITTAL
DATE: \a. - 1 q,- yS
TO: gam.v--, .r.QLc.,
FAX riMER:
NUMBER OF PAGES (INCLUDING COVER SHEET):
FROM:
SPECIAL INSTRUCTIONS/NOTES: _... Q-"�
�• 50,,�.5 ar+n S 'POr "kJ ir. I-Je
TRANSMISSION CONTACT: JOHN X RAY, JR.
TELEPHONE NOOER: [phone]
TM Namd Raaoums Cwwwvation servtcs,
Ien"dw un Sol Caft*"" , &W%4".
is on a mmy of "
u.+aa Blau* Dacwarm o! Aoftwr nm
AN .DUAL OPPORTUNITY EMPLOYER

■n

•M.i
� •. .. ... ... _. _ - .,.. �3. .�.'�,-�.�/ S��, 1' �� „ %wJ ���� .�ii AFL•. �Y.s.^�^�-.-. _ + +
iil - .well shaded gravels; trawl, iaw tix - _-St - clayal►'sia�: sad'+ aT sttslln as ' - '
ap -. Poorly saw srav+la _ . _ -K, -;Saks►:aIitr�'.v..finesaads: Aandr or ,cwvt ant
RM _511ty sraysls:•.�rtYsl-aa�-ailtaix . ••CL tLgs.of.law'ta iaedR�s'ploat3ciiy .
'
GC -'CWW Grmlii nrml-And-cw Rix `, - • . Cli - Imrgsnic slays of hiA pind- CLty •
Sit - Mall Graded sands; eani -waml itx - !!!-1:1i#tte siita-: -- ;- � • -
SP - Fborly Graded sands - ao. - pdr.'silts apdyssi[ty� rt � la+ plaiticity :
SiM -' siihr aRads OH - Drgaaic'diara�:'aedt:sa'to'h�igh' pinaticity .
1. SLU614 Rsterial €or waxte treataert lapnan available T'Tes
M'4S0l.r...iio�'Qd'
►^... !. � w.�e �. +C�i-+Gl ��f+�.w�.. `�^i;- '�-CJ�'�.7"� , �-�";. '- . � w . f°"':�, �.Q.'r� 1 � y... .. _
� r � 3.s....:
o w @.� � � ' �. o a� .i. ► k; �{,1.�• . _Y.s:�:: �',1_1p4, '. _ _ s� _ _.... - --
,.•�\ a .....•Ci.i+-. w7..�J .Q..1�7 4'V..rrC—G+ i•=•� r1;$...i•• *..{�IJ.Li.�Q •. fS^ ti�:
Depth
(it)
7
8
9 '
10
11
12
i-2
3-4
3-b
6-7
7-8
B-4
9-10
12- 13
13- 14
G . 083 ** •

71
002 712
00
c 0 T 2
too V 2
?L
2"Isel
?Qjv
3,012
1.9Z 7 42
02"
0412
IVE TO
0 T 1"
2
891,11,
2, 1 to 9
I9+2
YOU
TIVi TO
0 T
1 5,TTROT
C
01+2
O"OT2
log T:Q
Ozz
S, k
YOU
Pq Tit
90
NO"_
Q'Q
"JOM
1 *,OY2
T;g 02
0 Z
YOU
TO Too
.,qn)
;Ap)
1SPAM)
!..WbS3
W2
i (11)
Es so
w 4 p 7 F'.
IA,10�
xw!t
31m;Oq
esaw
�ITU
M
no -;AD
WTV wal
TCO
it
HDIMAUMT
13 -
AIMOWD
961 jOQWnN qDi':'
.... .. ........
...... . ............. .
96/97/07 y
04%
....................
............. ... .............
A a L
MIA
MI NNAIT Q
j"Tsaf,:A
OMMM
qqAON "AurOO
0 N j 1 J
1 a W
a
Es 13 01
Ig I
e! 13 1 i�
A01 PaAwdvj!::�:
SMO A 1WIRD
WO Ail
MUM:J
R Palo cAwasur D 11

AMON &APAOTY famnKr6ed, "Olb Y.
Do 4 Left ROM Olf-CL
wActh Es SE nk)
65 311 a.5.1 1140
*T EXCUMM nk
vivo Area johmma
skn (it) ?SqFt) t3LYdO
6 4

!VIVO WN131m,
WWI WOMIS
2 b38WRN NC I A DM�
0100C 2" To WOW b, A 0,002 9 1 1 Q / 0 1 0 0
Kiwo 70NISTM:)
06+7 UOUenS luTlj04uu-,'.-j
z wswm NOMPS
Glys / OICOG T"TQ / 0"00t
41/41
00000' (.'.1
01/4,
00000 1)
QNs
00150 '':)
UM
00000"0
9
41/41
00000"
2 2 OG T122 0-11
01/1,
00000'
A 2 OB 1122 \
41/44
00000'()
;"2/sTZM2\3
Q/Qj
W000,c)
9, 2/0,W32M.",
;wAT
OC D004,
9, 2/31ZIMY:".
1"Al
500054)
0 / MW32 \ Z".
41141
Dooco",".
0/12TIOW".)
11/4A
0000c, �'..
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G"19
/ 0*0011
;sWU
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8"+LL!
UMT4MS
OUTTAMU@`.,.�
T
dDswnN NDWM--'�
S"foos
04
060.
06+L
04
OG+L
QG+L
04
00+4.
00+L
04
DQ+9
09+?
of
oof,'r,
oofq
04
OG+9
09+6
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04
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M
50+Z
00+Z
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OUT
06fT
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= UMSIS
51.1TUMM-9
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a -T.-
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QlWQ

\,7
|/
_�-
L"1054 EXCOVAI[gM (cnnL''nupd)
200,) / 51.5 300W / 51.5 400.( i 51.3 500.0 / 51,0
SECTION NUMBER 4
CemVerlinc Statim 2+5�
ORIS[NAL DATA:
200.0 '' 51.5 300.0 / 51.5 400.0 / 51.4 500.0 / 51.0
SE77T3N NUMBER rj.
Center|me Etation 3+00
ORIGINAL DATQ:
700,0 / 51,4 300,0 / 51.6 00{'.( / 51.5 500.0 / 5A.0
EECTrEN NUMBER �
'.arzwizm �e7ion o��v
ORWNAL DATP:
200.0 / 51.4 300.0 / 51.5 400.0 / 51 5 300.3 / 51.0
700.0 / A9.2
SECTION NUM2ER 7
Centerline Statior 3+E0
OPAGWAL DATA:
290,0 / 5t.0 300.0 / 51.4 400.0 / 51.5 500.0 / 51'1
700.0 / 49.0
SECTION NUMBER G
Centerline Station 4+00
ORIGINAL DATAz
200.0 / 51.5 300.0 / 51.4 400.0 / 51.5 500.0 / 51.1
670.8 / 48.9
SECTION NUMBER 9
Centerline Station 4+53
DR!SINAL DATA:
200.0 / 51.5 300.0 / W.s 400.0 / 11.3 500.0 / 51 ')
180.0 / 4E.6
SECTION NUMBER
Csnnerline Station 5+00
20C,0 / 51.5 300.0 / 51.2 400.0 / 51.1 50010 / T1,0 600.0
700 0 / as

LF2OON EXCAVATION (cm tinuec2 1W1�/��
SE7TTOK NUMPEA 1�
[enherkina Station 5+50
CRAGEHAL DATA:
100.0 / 51.1 300.0 / 5i.0 400.0 / 50.9 500.0 / 5C.6
SEWION NUMBER 12
7enwrline Station 6+0(:
TPISINAL WYA:
200W / 51.1 300.0 / W.9 400.0 / 50.7 500.0 / 50.6 600.0
SE7TlON NUMBER 13
centerline Station 1-0)
CNIEINAL DArP:
0001; / TL.1 300.0 / 50.s 400.0 / 50.7 50C.0 / 50.5 Wn
SECTlON NUMBER 14
Centerline 5Latior 7+00
WG7NAi DATA:
700.0 / 51.1 300.0 / 50.7 400.2 / 50.7 500,0 / owl.
SECTION NUMBER 15
Canterlime 5Lation 7+50
ORIGINAL DATA:
200,0 / 51.0 300.0 / 50.6 40010 / 50.5 500.0 / 50.4
SFCTIDN AUMBER 16
Centerlire Stutior` 600-,E
O9ITlNAL DATA:
TWO / 510 3000 / 5M 400.0 / 10.3 WOW

/
wS
Sol! [onaervaticn Serviw
PLANNED
QJANTlTY CALCULATIONS
preparOJ
fOr
K EEt1 3:
V4 VJ
EE E371
ir
CUMBERLAND
Courty`
Wortn Carolina
Uesigner
! GLENh CLIFTIM
Checker
........
_
Date
: 10/16/9�
Date
Jnb
Number
797
'
LAOOON EXCAVATION
1
*1 EXCAV&rION
A* !
it
FILL v�
Eat nett
Right
[ff-CL !
CL
Dist !
Area
Volume'
Avon
volume
Width
GS
53
(ft)
.
Eta
M) 1
.
(5qFt)
(Cu.Yds) |
(104)
(Cc'Ydw
60
3:1
5:1
310.0 |
177+.8
610.0
|
12
60
311
511
310.0 1
1+90
|
645.6
|
0.3
10 '
543.9
70
30
5:1
310.0 |
2+00
|
50 '
2323.7
(`.0
136
Vl
5:1
310.0 |
2+50
|
1198.8
�
50 |
49qO.4 |
0.(
205
3:1
5:1
310.0 1
3+00
|
1661.2
'
50 |
8459.9
270
3:1
5:1
310.0 |
3+50
|
2065.�
|
30 |
10627.9
258
3K
3.5:1
310.0 |
3+80
'
2196.4
!
20 {
12u54.2
29E
3:1
3.501
310,0 |
4+00
'}.f::,
50 |
16178'4
�eC
3:1
3.5:1
3�0.0 |
4+50
|
%27.6
}
0.0
|
50 |
19t41.o i
0.0
240
3,1
3.5:1
31C.0 |
5+00
|
1804.0
. '
50 '
.
.
22664 7 |
0.�
210
341
3.50
310.0 |
5+50
|
1561.6
|
0.0
!
50 |
25354,5
00
3:1
3.5:1
310.0 |
6+00
335.4
'
5c '
27638.1 |
0 C
152
3:1
5.50
310"0 1
6+50
1130.9
|
50 !
29545.9 |
00C
120
3:1
3.5:1
310.0 |
7+00
|
929.�
|
50
21092.3
C,C
p4
3:1
3.5:1
31o.0 |
7+50
740.5
�
0.�
�
51
32302.3
65
3:1
3.50
310.0 1
800+18
|
5450
|
3,C

U" To
/ 5"062
T " 10
0'001 1 " T 9 0 "00".
2"VL NON Q'TA
�"Cvp
U"TG
/ WON
2,12
YOU OITA 0,001.
ANIVO nUN19190
00M
UOTMS aUTIA04m:3
V S3GWnN
W09
0"006
1,02 j
Woos ZM • 0,004
SM 1 Woo? MW
f WOW
q,TG
0,002
9-19
w"noz 0,11 0"Uo''
nviba WNIOIY(:�j
00+T
UD... 4eye 0U11J0j1.1a-_-j
2 MOWN
Woo
0,000
L"QG
0,009 Mw / WON.
KIQ I o"UD9 hlv�
D-30Q
9,19
O,oq2
gng
6,00Z K"TQ / 01001
M60 7UNHINU,
as,
UoTwws aulljaqua�
o sAawnN N01100;'.-,
502
0006
nog /
0-003 6"OG f 0'004
2,12 01(ov 7'ZQ
o"Uoq
GM
0'001
4,79 /
olooz b'72 0'00,T.
WIVO WN191%
22f
UUMNS SUTWRIP021
v s3ewnN NUMM--
4�C 00000';'-!
4 Q 5 9 10 v / ,.1
gefz 4 0 2 + ".",
lvio� 09000"-
HOMM/0
020Z 04 OB4-
q OWN()
A,
o8f 01 924.
UCTO04S 5 U T J U T 5
G9 -
um;e-MIR 5 U T U w 16 0
sulig
.... ......... ..
K S3 13 M M 1 1% H] >Ii
Jul pawedaic.:
SNOUVAROWD A1UNyn,,.D
07 V.on unj4mmpuon
rVI-350.

SECTJON NO�
erlin� Sta�icn 2+30
ORI�INAL DATA:
51.O 700.�
SE�TI3N �UMSE� 6
Center)ine ��a��cr 2+8�
o

is
sail Unsurvahlon Servic..-
PLANNE,'.],
QUANTi ry CALCULATIME
prepared
it EE %, 11 54 hJUES-F
I j'l
CUMBERnAND
County,
Mcrth Carolin_7t
DaRicnar
a GUENN CLIFrU%1
Checker
Date
P 101MY5
Datp
Job Number
79.%..-,.
PAD FILL..
!
** EXCAVATION
*1 1
*1 KILL
C�
Top
Left Right
01f-CL
c�
Dist
Area
Vr A ume
Arew
a 10 a
Width
so S3
(it)
Eva
(ft,
jsqFto
(Tu.YdQ 1
[SqF' )
=.YtF.
aac
411 Q!
170.0
1+35
0
27M. 3,
45
OR Q.
610
411 411
00.0
0050
0
20
04C
4:1 4:1
170.0
1+00
gj-''
wo
OM
13 6 n 1
140
40 Q!
170,6
2+00
22171;.
60;
4:1 A:!
110.0
2+30
2 19 5
640
4 v 1 ail
170.0
2+8T
227?, 1.

-'� a3
QWn
EAFTHWORK C&MPUTOTICN SH001'
NAMQ KEQIN
SETTMO
TOP DIKE
EnEVATIjM
54-1.
TYPE EARTHWORKN
X Dike
ES
MATIOM
ELEV.
FILL
END AREA
sum OF
DISTANCE
DGUSU''."
SROUND
HEIGH-
(Sq. Ft.)
END AREAS
(feet)
--------------------------------------------------------------------------
0
510
2.8
37 .
lot
11.2
2,5
10-03
117.15
10613(
- 241 "'31
206
51.0
3.1
66.03
126,06
100W
1210-,
Too
TO...
3,t
MOB
148.1L
IMW
M
106
a515
4.1
1 M M
200.76
10C.QQ
2CQX,.:.
AW
48.9
512
143.f2
262.20
56.0c
ME-1'
512
1919
4.Z
107.07
250.59
106.00
050:1,
613
Ms
3.3
7207
171.34
100.0
j7vg.-��.
76E
To.b
3.5
78.75
151,07
100.00
1 5 1
21F
50.4
5.7
W47
164.22
WU,?Q
9V9
M3
315
38,92
IM34
1WO:
740,
M4
5Q.2
&5
02.41
191.33
T6.00
NEW]
1130
50.5
2.6
32.03
174.31
126.Uc
219M;
1, DOWMe Volume Mf Fill
2VOWM, Uf fill (Unq 1/27)
1. MoNance for settlsmantM%)
4. Total Cubic Ydw (2 + Q)
compsted by.,,
oatRE 1MM/W.
Checked wy.�
16285,3
M40.2 Cu.
Yd,
182.0 Cu.
Y&
3822.2

REEDIAG SPECIFICAT:10z'
.- . .... .....
PREP TV BE SEEDED2 4.5 ACR0..i
JEE 7HE SYED MIXTURE INDICATED AS FOLLOWS!
0.0 LOS. FESCUE GRASS AT 60 LIS./AC0-.�,
(EEST SUITED ON CLAYEV OR WIT 301L CONCE71ON0,
SEEDINQ PATESs SEPTEMEER 1 TO NOVEMBER 0'.1
FEBRUAR! I TO MARCH 0---
0.0 �DS, RYE ORAIN AT 30 LES.14CFE (NURSERV OOF FE575F)
'�::7'EASACELP" BASIA 1RAqS AF 10 LLE. fqCR';:�
NEE FOOTNOTE NO. 1)
SEEDINS DATES.. MARCH 15 TO jjNE
32.0 LBS. HULLED COMMON SERNUUP GRAES AT B nBE./AZR:`-.
(SUITED FCR MOST SDIL CDNDITIONS'
SEEDING DATES, APRIn 1 TO jJLY 3�.
Q LBS. UNHULlb) COMMON BERNUDA IRA....:. AT 10 LET. ! AC5
SEEDING DATEHY GANUARY I TO MARCH
.... 2C,0 LEE. RYE GRASE AT 40 L8E&AGRE !TKNPGRAR�
SEEDING PATESa DECEMhER L TT MARCH
L%.
APPLY THE FOLLDWTN&'
4500.0 LP3. OF LO-11-10 PERTILTZER (1900 USS,YACF0
1,0 TONS OF 00L0MZTXC LIME (Z TONSZACRE)
050.0 BALES OF EMALL OFAIN STRAW 1100 2A"E1/ACRE)
Al,..'.... SURFACE DRAINS SHOULD % iNSTALLED FRIOR TO aFEDINE. SH=:�:..
ALL biSTURSID AREA IMMEDYITETER EARTH MDVING 11 COrPU... 710:-
APPLY LIME AND FERTILIZER THEN DISK TD PREPARE A 3 TO 4 ..NCP
SMOOTH SEEDBED. APPLY SEED PND FIRM EFEDBEn WITH A GULTIPACKE:.
CR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A M%Ch-,
AFEADVANS TOOL OR NETTTNO.
1. PENSACOLA BAPIAORAES IS SLOWER TO EST46LIBH THAN GUMMO'd
BERMUDA GRASS. WHEN USING BAHIA, 11" IS RE10MMENDED TVAT lc?
LBR&ACRE DF COMMON BERMUDA BE !NCUUDED TE PROVIDE COVE..'..
UNTIL BANTAGRASS TE E97ABLITHED,

FFE31FICATIONS FDP GONE-RUCT15N OF WAiTE TREATIENT
-----------------------------------------------------------
FOLNDATTON FREPARPTIEN-,
The fmundatLon anem of tha lagoon ambankmant and builbing pad whall 0�
claarad Gf treess logo, stamus, roots, brush, LGuldars,yod ant ruShisi--,
Satimfactory oisposition will be mada of all debriF. The �DpEnjj frC�-.j
tho lagoon and pad area Ehould te strippeo and Etuckpilet 1mr one cl-i
Ve dike and pad areas. After stripping, ths foundation 5rea cf t>-:
lagoon embankment and builAing pad sh&! ba thoroughly lacsened p-ior'
Lo Zoning the fir5v lift of fQ1 material to got 0 gncN told,
EXIAVATION AND EARTHFILL FLAGEMEN
--------------------------------------
The cnmpletet
emcavation and earth5ill shalL conform V
hre lnAyi:
Qrades,
Rnd elavatiors shnKn cn
rhu plans. Evrkhfi2l mate
he froa
of material such aE sad,
roota. frczen soil, s:niwi
0 fqcKev
in diamemr, and oth3r
cbjerknornble m
Tc KKE ex�m&.-
Khay arn
suitable, exiavatad matarian
cnn be uned as 4VI,
TKG 41
nhall Ke
ormught up in apprnximaVaLy
Parinortal 7ayars is,
7 U�Caed
inwen in
t4izknasa whEn !nose
ard prncv to compactinn.
hann layor
will Q
compacted ny compleQ
ccvIraga 0104 th2 hyul:.nq
and S;vSA0jr-'.j
squvpment
mr sLandard tamping
rollemr other EqUi4a!Rn
mnthco,'
tompanKon
oil! be MrSidErad
acequate when fill natTria:
LE LavervEd
to conswitmate
to tne point that
EEttl2ment is nat -eadi:y
NO-E TKE
SPECIAL REOUIREMENTS
=OR PLACEMENT OF LXERS Q
THE
SECTION
OF THIS 3PECIFICATION.
7he embankment of the lagvwr
uhnil 4--..
...
UE&g the mmrE j1PE-vinus
mats-in"s from QQ
encavotlnrs,
Corstruction of
fil! neqAts shall innlu4v
2 rercvqk Qr
sa�Venalc.
Eikes u4er 15 lea:
in "aWt and Nitk an
capality
0� 10 acre-feet or more
fall under the
of tne N!-.-
Dam Safety
Law. The height in
def�ned as Lhe dnflaTenao
ii elavathor-,
from the
ccnstrucLed height to
tha dawnEtream tne r" the
dike,:
Oracau0ons shall be taken during consL-uction La prova-t exce5alva
e-cslon and sedimentation,
41MER1 THE MINTMUN REGUIRED THICKNEE5 SHALL BE A.5 V..
------------------------------------------------
NOTEi NEAS (PARTIAL OR OULL) ARE RETUIRED WHEN THE AT-ACAEO
INYESTIGATION REPOFT SO 1NDICATEE OR WHEN UNSUITABLE MOTERI&L 0''
ENCOUNTEREZ DURING CONSTRUOTTON. A TYPICAL CROSS SECT11N TO TFE UINE.-F,
ES &CLUDEn IN THE DESIAN WHEN LINERS ARE RHOUXED PY THE ECKS RFPQR-.
A�en areas of unsuitable mEterial ara KKE'. AV! Do ava-'­
slaGantod le�ow �in!Gh grsde to ths spac!"ied vepnh as venvuvM:::;
1" orpandin27ar to the finish grads. -he fcunda�inn •v�al: to bonklilhv-.:�
an spEnilluz tn -ace W�Kh a SEE 6�provwd miterial 10 - Q,3C,CH0-'
REFER 7D THE SOIL3 1NYESTIE&T15N 707umovm im rHE FLA"S VR SVECIA�_
CDNTIDERATTGNB,

SAEFT 1 OF QL L
TcH Hoar ma%rial shaw ccme from an approved oorrow arna. The
mipirom -*Lar ccntmnt c! the liner nateras! shol 1 be aptinin muLsLjr--.-,
annhent whicn relLtmz to that mwiEturw conhF.hhe soi 4 14 knwa.Inj
in Lha hand it will fmrm a tall whizh doeg not -asdll/ sepa-ate. wate�,-
shall be odded Uc borroK an necon5ary tm insuve propar moLvku-e non!E0
duripg placEment of the line&. ThR moisture oonoann 01 ths Inei,
material Thai! not be less then uptimum wate- 7anoenn coning planemert..
The ma,imam water 7antert rejakes to Qn soil ma+:.erjal baing non
for eflicient use of hauling equipment and prmper sompackiar. Arcp-
cDmpatUlin 31 Uhe Line- includes planameY in T 1m0'„h li"S mnr:-.l
.unpacted �o aL least QO perosnt o" Lhe mavimum QSFA C60D Dry Unit:
AetakV cf one liner naterzal. Akan Emaovp or lard, 1hE P�e:iDuy 4Q...
shahl be r,rjfjuj a-c wojoLerej aH nEeded bavoya yjaTemant o" thm ra. .
11fL,
`e Sing, in mint impor ham t f actor 0 f toutiRg the wvQr&1 1 C nsoactad narme.-
abf 1 ity m! a clay liner, other thar the type ay clay used j or the'
. iner, is ihe efficient ccnn�rucUian �rocewzing o" t�e companhec kiver,
Th* soquence c! Equipment use 6na Lae routirg cf equipment ii an astab-
lishad paHyrr helDs asEvra aoifa-mity in Lhe Ahnia pLAcwmynk orC:!
00moaction arcceBs, For most clay soil,, a tampirg or
!� 'Iler is the Preferabla typs ncompaction squipment:,
The Eoil timer shall we protectad Inom the discha-ge a! wazto
sipam. This Can We Cana by Usimg snme type Uf eMargj
or using i1exible Qatlets or oaste plpes.,
AlkernaLiveH to soil .irwrs are nvnthetic linTry ond teytoryne a
When these are specified, additional =nztyuckicc
inNuset with this Ccnstruction bpwciTiwa..ion.
CUTOFF TRENEhi;
A cutoff trench shall be constructe6 undar the emnankme5t a -on wha!''.
shown oq E typical crosE sn&.on in the plans. T:e final d&pth cT
cutmff trench shall Le determined 0, aLservation of tho
materials.
WEIEFATIOM
------------
All exposad embankment and other Aare constructed ar2as snail ha se*52-:'
to : _hp n1xmnx& fvnx nf vPn=Yx?imn An anrn an anunihis PfIx- rnnnFru-----
timn avcmrding to the neeling spenificaticns. Topsoil should be plarsdl
an areas of the diKe anc pad to be seeded. Temporary meaning cr mulw,
shall be uaed it th2 raMMMe0ded permanent veovtyPicn is out of seavur'
dates for saedine. Permanent VegetatLon Ehould ne asta5lishal a. Soo
As pnSE01I duving the omyk periaw o" approvRo yedinn. dBtv. ,.
REMOVAL OF ... XISTINS TILE
------------------------------
Who- Kilo a-.IrE Ora Cho Kilo -Q: na -amovP1 to a rininui,
ol ;Q feut Want the ovtHide tam of slope of the �&E. 7he 00
trench SK61; bp tackpillow anm compactod w0h VoQa "ake;Q! —ch a�:�7

� ��2 1��`/T����c�� �-�/�
________________________ _�~7
"���/
This lagoon is designeo Mr waste treatment (peraanenL s=rage) and
188 da`s of Mmporary storage. The time -mquired for the p1aored
fluid level (permanent and temporary storage) to be raached may vary
Me tm site corditioms, weather, Ousting ape~ations, and the amount
of fresh waLor aJdad to the system,
The designed tsmporary storaga co:sisLs of 130 days sWrage M-:
11) waste from animals and (2) excese rainfall after evz?oranion. Als�
i:c!uded iE storage for the 22 year - 24 hoar sLorm for �hy TocaLios.
The vclune of waste generated from a gives number ot a50als will bq?
fairl" ionszant throughout the ywar and frcm year Ka yser, aut e:cass
:ainfoAl will van; from year to yEGr. The 21 year ra%nAll wil? :it
in a factor to consider in on an'n'al pumainQ c`'rla, b�t VKs ^tcragF
vviume must alwa}A be avanIabIe.
A oawivno elevatLcn is determinec ic each deiign to neg;
7uxpi«q and chis is us:all� ths cut|eh irve~t cf pins(al
Jui]di,g(s). U the outlaL ?ipc is not installed at t5e eiavaLio: to
begin pumning, a permanent narxer most bo insHlAM at Oil ehe,et!Vr
to indicate when pumping shou!e Ueqir , ;n ela`/ation wwn� ve
to stcp pumping to majntaio iagccr treatment dspO.
pumping can te eLarted or stopped *n any time Lensee� 14:1E i^�`
elevations for operating ccmveeiencE an site cordiciars pzrmit, suoh s�
wenther, sAls, crop, and wwuipmE"t ir order V apply wnsve withcwL
runolf or leachfnq.
-and application of wasVe Aater is rscognizod au an acnepLezW
methcd of disposal. Methods of apPlicatim: ircluM sOlin set,
center pivot, guns, and tra*eliKq gun irrigation. Care nhculj 0e
taken shen applying was7a tz prevent damage tc cr:ps
The following Uems are to be carried ovt:
1. It is strongly recomme7dqd tiat the treatment lagoon be pre-
:harged to 1/2 its capanity to pre"ent excessive coors durin�
GterL-Up. Pre -charging reduces 0e concentracio7 o" thc iniHa�
waste eMering the lagoon therevy raducing cdo.-s' 5ol&v enocls bo
conered with effluent at ail times. When precharginy is cnmpleke,
"lush tuiIvings wiLh -ecyc'ed laloon liquid, Fresh water MUM nct
he used for flushing after iniUM MlIirq.
2. The attached waste "tilization plan stall he fullG"ed. ThAs
plan recommends sampling and tenting of waste (see attarbment)
oefore la,c application.
7. Begin teoporary
storage puxy-cuL of the lagoon
when
/joic Invsl
-eaches the elevatiom
52.4 as
mer,eo by pe-manent
marAe-1
StoP
pumP-
uur �he� �hu
fluid level
r*a�Wn
Mevatior
5l.4
. Th.s
Ke.nporary
storags, less
25 yr- 24
hr storm,
conMns 2BE876
cabiz
four or
216079Z galicns.

�. The recommended naxO'/m emount tc apply per irrigahizn is ~----�'
cne O) inch and t4e rwomme'ded neyimu/' aip.icatiun -aLe in
joah pe? hou-. Refer to the paste utilizalioo plan for lurthsr detoi!a.
5' Mop vegetaLion an the emoo/'kment ant arew adjacent Us W�
lagoon mowed annually. Vegetation shou1t be fartilizsd as needed
Lo oainLain a v1corsus szand.
6. Repair any erooed arFas o' areas damaged Q rodents enc;
establish in vegetation.,
7. All surface runoff is to be diverted from the lagoon to stable
ouLIets.
6. Keep a minimum of 25 fRe`n of orass °emetated huffer aro"wd
waste utilization fields adjacent to perannial streams. Waste wiP.
ncL W applied in open di'Mhes. Do not pump wikhin 200 Tee� oF a
residence or within 100 feet o" a well. Wasts stall be applins ir �
mannw not to reach other property and public riglt~o+-wayn.
P. TK* CI -an Watsr AIK o+ 1077 pronibits the discharqe o+
polluLants into waLers of the O`ite�e 5ts'��S. "he Deparimer�� v'
Env��nsrmen�, Health, and 'vataral Resc,,cev, WvisLan of En`�rcn-
owtal Management` has tie ,*spznsibility fo' onforcing this K^.

PRODUCER: Kevin West
LOCATION: RR 5, Box 187
Fayetteville
WASTE UTILIZATION PLAN
April 24, 1996
NC 28301
TELEPHONE: [phone]
TYPE OPERATION: Feeder to Finish Swine
NUMBER OF ANIMALS: 5880 hogs design capacity
PAGE 1
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
content of the waste. Do not apply more nitrogen than the crop can
utilize. Soil types are important as they have different infilitration
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 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 require-
ments 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.

WASTE UTILIZATION PLAN PAGE 2
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5880 hogs x 1.9 tons waste/hogs/year = 11172 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5880 hogs x 2.3 lbs PAN/hogs/year = 13524 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC
TIME
5887
1
ExA
BH
6.5
325
0
28
9100
MAR-OCT
5887
-1
SGH
1
0
1110
128
13080
SEP-MAY
5887
2
FP
3.2
0
JEXA
1160
16.5
11040
SEP-MAY
5887
2
FP
3.4
0
jGr
1170
12.7
1459
SEP-MAY
5887
2
Na
FP
3.4
D
1170
15.5
1935
SEP-MAY
5888
1
FP
3.2
0
jExA
1160
11.5
1240
SEP-MAY
5888
1
Na
FP
3.4
0
1170
12.5
1425
SEP-MAY
TOTAL 15279
-- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
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.

WASTE UTILIZATION PLAN PAGE 3
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 specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
Comm N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC
TIME
END
TOTAL 10
-- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
* Acreage figures may exceed total acreage in fields 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:
LBS N
CROP CODE
CROP
UNITS
PER UNIT
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
FP
TALL FESCUE -PASTURE
TONS
50
SGH
SMALL GRAIN -HAY
110

WASTE UTILIZATION PLAN PAGE 4
TOTALS FROM TABLES 1 AND 2
TABLE 1
TABLE 2
TOTAL
AMOUNT O]
46.7 I 15279
L
46.7 1 15279
S
13524
*** BALANCE 1 -1755
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
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
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 2175.6 pounds of plant
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remove this sludge.
See attached map showing the fields to be used for the utilization of
waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of
the soil at the time of irrigation such that runoff or ponding occurs.
This rate is limited by initial soil moisture content, soil structure,
soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the
soil at the time of irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
Your facility is designed for 180 days of temporary storage
and the temporary storage must be removed on the average of once every

6 months. In no instance should the volume of waste being stored in
your structure be within 1 feet of the top of the dike.

WASTE UTILIZATION PLAN PAGE 5
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 Tables 1 and 2. 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 rate prior to applying the waste.
NARRATIVE OF OPERATION:
This farm produces both turkeys and swine. Because of waste
—application limitations, only the swine waste produced
on this farm will be used here. The turkey waste will
be trucked off and utilized elsewhere.
P

WASTE UTILIZATION PLAN PAGE 6
Plans and 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 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 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 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 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 no more than 20 to 25 percent of the leaf
area is covered.

WASTE UTILIZATION PLAN
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. 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 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 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. 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
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 imple-
menting 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.
PAGE 7

•
WASTE UTILIZATION PLAN
PAGE 8
NAME OF FARM:
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the ap-
proved 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 access 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 cer-
tify 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: Kevin West
SIGNATURE: DATE: y�
NAME OF MANAGER (if different from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Larry Simpson
AFFILIATION: Cumberland Soil and Water Conservation District
ADDRESS (AGENCY): 121 East Mountain Drive, Suite 229
Fayetteville NC 28306
SIGNATURE: DATE:

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h' �4 tS `•;pl btu}•:`� �•-„,•/�,i':tY�,R•'� i ,: ira�,.�' ' �'
>� ' t 'i'2.r„ ti ;��4;; � • t r��t.;i}s.,,t, y� �. '1"';'.- +�r(f� �'
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U. S. Department of Agriculture NC-ENG-34?
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
landowner VJ County L-J-�
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream.to the point of estimated minor effect
.from sudden dam failure.
Est.-Elev.:Est.
Elevati.on
Kind of :Improvements:
. of Breach
Reach: Length: Width:
Slope: Land Use
Improvements Above :Floodwater Above
Flood Plain:
Flood Plain
Ft. Ft.
Ft.
Ft.
1
' 2 =3�
3 . S.1a
Describe potential for loss of life and damage to existing pr probable future downstream
improvements from a sudden breach , Td .a " L_ (,\PP0, d,' S' c'ao u *'— _
G.y 8 f c.�' �q_ �-.rI r_r� L .'
S
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V)
Mi0
name
e
Concurred By
name) (title
NOTE: 1. Instructions on reverse side.
. 2. Attach additional sheets as needed.
Date I ) - la -9S
Date

I
'95; 15:32 FROM USDA -MRCS FAY, NC
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Y �.
;GM - _Silty.,gravels;._gravel-wnd;silt. aix :CL-.C18ys.cf..low'to medium Flastidty,'.
:GC-:-C1ayeY gravels;. gravel-saiod-clay max !- - - - = a - Inorganic clays of high plasticity
SW - Wall' graded:'sands-1 sand -$ravel mix . MH -•Eliitic. silts";�
SP -Poorly graded sands.,.--. �.:...:.. OL -Organic silts and silty clays; loci plasticity '
Sit'Silty sands _",' _ .,......,:- :• Oki -Organic clays, medium-to`hish plasticity _
1."-Suitable material for waste treatment lasoon available,?.' --.Yes = NO
r �. e r !mot{hl IB ./hc e5G
REHARf(5 �. -G;41 C/fC.• ' '��� �" �'��
Gr 1C S
I�CC;
e.
/
/ r. R e ►~ ; W 1..:Y+,(��...r ay �, / Ir C ./� Q ''L . . "'1
Ib
l
es0. v . r k sTru /e,
GaA_7 C A d k f /. E c I' /;cj/ t=- / vi a CC a rC4 1 ACC �41
/f,eCS ,Gees "rq '5pe�.c4�icr, a��
- • • .cam
Depth
(ft)
7
B :;.
9
10
lI
12
0 A- 1
1-2
2-3
:. ..
3-4
4-5
5-6
6-7
7-B
8-9
9 - 10
10- 11
11- 12
12- 13
13- 14

470 '.4
r S6
te
j: IV,
wl:
IL I
6. Ce

United States Natural
Department of Resources REV. 10/95
Agriculture Conservation ( n
Service w
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME
7ia",t1 kO'k1� N �.
TELEPHONE 91b^`h -ps5�
LOCATION
SIZE OPERATION S $y r-0
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER ��o 0o FT.
1S SITE WITHIN 100-YEAR FLOOD PLAIN'} YES NO t/
II' Yes, SCS cannot provide assistance. '
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL
STREAM? YES ✓ NO
if no, site must he relocated.
IS SITE WITHIN I MILE ZONING JURISDICTION OF A
MUNICIPALITY? YES NO ✓
If yes, landowner should consult with local zoning heard about required permits.
Permits mwt he obtained prior to design approval.
.ARE UTILITIES IN CONSTRUCTION AREA? YES NO
If' yes, see Part 503 of the National Engineering Nlanual and l'ollow policy.
(Copies of maps or other reference materials may he attached to .site evaluation.)
1VETLA N'DS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND!
YES NO ✓
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING? YES NO ✓
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO
CONTACT THE US ARMY CORP OF ENGINEERS AND THE DIVISION OF
ENVIRONMENTAL IMANAGEMENT TO DETERMINE IF ADDITIONAL PERMITS ARE
REQUIRED, NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES
WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC DIVISION OF
ENVIRONMENTAL MANAGEMENT.
(A copy of AD-1026 and CPA-026 should he attached to site evaluation.)
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER .............
PREDOMINANT WIND DIRECTION? YES ✓ NO
POSSIBLE EXPANSION OF TREATMENT VOLUME FROM 1 CU.FT. UPWARDS
.............. TO 3 CU. FT./LB. OF ANIMAL'? YES ,/ NO
.1...........I PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 1/2 OF THE
.............. CAPACITY? YES_ NO
....... USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF
... I.... WASTE! YES kL NO
Ie

OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT?
YE5 NO ✓
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING
AREA OR WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL
SCENIC AREA? YES N0_Z
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED
AREA? YES NO ✓
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMI ANDS IN THE
OPERATING UNIT? C1a � �Xx YES ✓ NO
WILL THE ACTION RESULT IN SODBUSTING? YES NO
If yes to any of these questions, refer to form NC-CPA-16 for policy sources. The form does not
need to he completed.
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND /
APPLY WASTE? YES Y NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND?
YE5 NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON
LAND ON WHICH TO APPLY WASTE? YES NO
(Attach Wuste Utilization Plan to site evaluation.)
SOIL INVESTIGATION - VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED
1S SOIL SUITABLE FOR LAGOON? YES ✓ NO
IS A CLAY LINER REQUIRED? YES_ NO_
IF YES, IS CLAY AVAILABLE ONSITE? YES NO
QUESTIONABLE
IS A CORE TRENCH REQUIRED? YE5 NO
(Attach soil investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRESENT? YES NO
(Il' yes, tile must he removed or plugged) QUESTIONABLE
SITE APPROVED YES NO CONDITIONAL
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND CONSTRUCTION
OF LAGOON CONTINUES IN REASONABLE TIME PERIOD. UNDUE DELAYS OR
HESITANCY IN CONSTRUCTION MAY REQUIRE THAT SITE EVALUATION BE
INVALIDATED.
SIGNATUREI, . t � DATE \1 -'Z� 5
Pa,e 2 of

f'� A,
Olt!,
--, NN".
Jaw
"bW
UMLIJ
PRIM
I
�kl
I

Revised January 22, 1999
JUSTIFICATION & DOCUMENTATION FOR MAN ATORY WA DETERMINATION
Facility Number L -7J— Operation is flagged for a wettable
Farm Name: acre determination due to failure of
On -Site Representative: Part 11 eligibility item(s) F1 F2 F3 F4
Inspector/Reviewer's Name: Operation not required to secure WA
determination at this time based on
Date of site ylsit:� T exemption E1 E2 E3 E4
Date of most recent WUP: 7 ja Annual farm PAN deficit: TS pounds
Irrigation System(s) - circle #: 1. hard -hose traveler; 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system wlpermanent pipe; 5. stationary sprinkler system wlportabie pipe;
5. stationary gun system wlpermanent pipe; 7. stationary gun system wlportabie pipe
PART I. WA Determination Exemptions (Eligibility failure, Part II, overrides Part I exemption.)
E1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D)D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or PE.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part III. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part II. Complete eligibility
checklist, Part II - F11 F2 F3, before completing computational table in Part III).
PART 11. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails one of the eligibility
requirements listed below:
F1 Lack of acreage which resulted in over application of wastewater (PAN) on spray
field(s) according to farm's last two years of irrigation records.
F2 Unclear, illegible, or lack of information/map.
F3 Obvious field limitations (numerous ditches; failure to deduct required
buffer/setback acreage; or 25% of total acreage identified in CAWMP includes
small, irregularly shaped fields - fields less than 5 acres for travelers or less than
2 acres for stationary sprinklers).
F4 WA determination required because CAWMP credits field(s)'s acreage in excess
of 75% of the respective field's total acreage as noted in table in Part III.
Facility Number

Revised January, 22,1999
Part III. Field ey Field Determination -of 75%-Exemption Rule for WA Determination
FIELD:
TYPE_0F',,
CAWMP
COMMENTS,
Ea
NUMBER'
ffll�.
ACA.''IES'
I
—a
-
�saTi
FIELD NUMBER' - hydrant, pull, zone, or point numbers may be used in place of field numbers depending on CAWMP
and type of irrigation system. If pulls; etc. cross more than one field, inspector/reviewer will have.to combine fields to �.
calculate 756/o field by field -determination-for exemption if possible; otherwise`operation will'be subject -to WA
determination.
FIELD NUMBEW - must be clearly delineated on -map. _
COMMENTS' - back-up fields with CA.WMP acreage. exceeding 75% of its total acres and having received less than 50%
of its annual PAN as documented in the farm's previous two years'.;(19974-1998- of, irrigation records; cannot serve as the
sole basis for requiring a .WA Determination. 'Back-up, fields must be' noted: in the comment section and must be' accessible
by irrigation system.

ANIMAL FACILITY ANNUAL CERTWICATION FORM
Certificate of Coverage or Pennit Number EGA A2bD 73 County CQmkp,. J Year 200
Facility Name (as shown on Certificate of Coverage or Permit) Q,e tA/' ,S .
Operator in Charge for this Facility -Certification # 7 7
Land ap ' anon of animal waste as allowed by the above permit occurred during the past calendar year
S NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation oh how the animal waste was Dandled.
Part I : .Facifi Information: 41ease
1. Total number of application Fields ❑ or Pulls check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): /3 - Total Useable Acres approved in the CAWMP
8,2..Er ,.,�
2. Total number of Fields ❑ or Pulls "lease check the appropriate box) on which land application
occurred during the year: �, . Total Acres on which waste was applied
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
_ 16Q�l -._
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit:
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year 0 tons ❑ or gallons ❑ (please check the appropriate box)
G. Annual average -number of animals by type at this facility during the previous year:
?/0 ec
7. Largest and smallest number of animais by type at this facility at any one time during the previous year:
Largest 6 % 0 lative, 40 -PIn is 1A
Smallest j � b � i_ ;� ,A - �• -- .... .. „�
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable: I- S' ._
Part IX: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY T14E FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TQ.BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
Only animal waste generated at this facility was applied to
the past calendar year.
A FACE 3-14-D3
mdtted sites during YJ Yes ❑ No
RECRIVED
FEB 2 8
DENR - FAYETiEyiLF REGIDNA10FF10E
—�_

2. The facility was operated in such a way that there was no direct runoff of waste from Yes ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past Yes ❑ No
calendar year. /
4. There was no freeboard violation in any lagoons or storage ponds at this facility during Z es ❑ No
the past calendar year.
S There was no PAN application to any fields or crops at this facility greater than the I'es ❑ No
levels specified in this facility's CAWMP during the past calendar year. /
d. All land application equipment was calibrated at least once during the past calendar year. Q Yes ❑ No
7. SIudge accumulation in all lagoons did not exceed the volume for which the lagoon ❑ Yes 21<0
was designed or reduce the lagoon's minimum treatment volume to 1 s than the volume
for which the lagoon was designed. ioi�`� a !ems Pwh
S. A copy of the Annual Sludge Survey Form�'or t s faci�tty is attached to this Certification. 9 Yes ❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the 9es ❑ No
past calendar year,
10. Soil pH was maintained as specified in the permit during the past calendar Year? 2r Y ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's Yes ❑ No
permit during the past calendar year.
12. All operations and maintenance -re uirements in the permit were complied with during E Yes O No
the past calendar year or, in the case of a deviation, rior authorization was received
from the Division of Water Quality. ,
13. Crops as specified in the CAWMP were maintained during the past calendar year on all 2 Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.'
14. All buffer requirements as specified on the permit and the CAWMP for this facility were Yes ❑ No
maintained during each application of animal waste during the past calendar year.
" I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
2.hosc persons directly responsible for gathering the information, the information submitted is, to the best of
any knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
or
different from Permittee)
AFACF 3-1"3
0/G %i'wsS
Date
ate
ECEIVED
2 FFB 2
20�0
DENR - F4*TTEWLLE REGION4 OFFICE

i
r'agoon Sl
udge Sur
VeY Fo
A. Farm p� ral
rmit or DWQ Identiftcation Number
�• lagoon Identification G. k. 4-M
U, -Z6. 93
C. Person(s) taking Measurements
D. Date of Measurements '
E. Methods/Devices Used for Measurement of
a. Distance born the lagoon liquid surface to the top of the sludge layer:
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c, Ihlckne& of the s
layer it making a direct measurement with "core sampler":
h, Lagoon Surface Area (using dimensions at inside top of bank): >'. 9 _(acres)
(Draw gketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acre: Use B points
b. If more than 1.33 acre, _j S acres x 6 with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H.
Conduct sludge survey and record data on "Sludge Survey Data Sheet".
1.
At time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole):
J.
Determine distance from Maximum Liquid Level to Minimum Liquid Level:
2.0
(Determine from Plan or other lagoon records)
K.
Calculate distance from present liquid surface level to Minimum Liquid
level: item J -- Item 1, assuming present liquid level is below Max. Liq. Level:
3
L.
Record from sludge survey data sheet the distance from the present liquid surface level
6. 3
to the lagoon bottom (average for all the measurement points):
M,
Record from sludge survey data sheet the distance from the present liquid surface level
9
to the top of the sludge layer (average for all the measurement points):
-
N.
Record from'sludge survey data sheet the average thickness of the sludge layer:
O.
Calculate the thickness of the existing Liquid Treatment Zone (Item M -- Item K):
(Note: if Item O is less than 4 ft., a sludge removal and utilization plan may be required by
N. C. DWQ. Sec your specific permit or contact DWQ for more information.)
P.
Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by' 4 _. Date:
4-..)1 -0S
Print Name v Signature
RECEIVED
�
t1
White - Office Yellow - ProducerFFE8 18 200

OF W A TFR Y Michael F. Easley, Governor
_�� pG REG�s William G. Ross Jr., Secretary
co North Carolina Department of Environment and Natural Resources
-+ AUG., A 3 20
Coleen H. Sullins Director
IOi�lAI OFFICE Division of Water Quality
LLC �EO
August 11, 2008
Kevin West & Tommy O'Neil West Jr
OK Farms
4656 Cedar Creek Rd
Fayetteville, NC 28312
Subject: Sludge Compliance Requirement Change
Dear Permittee:
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 h Carolina
AQlllJ 71111
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www,ncwateraualitv.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportua4lAffirmative Action Employer— 50% Recycled110% Post Consumer Paper

Send both sludge survey worksheets, OLD and NEW, to the address below if you feel that your
lagoon(s) is in compliance and wish to withdraw y,.our POA. Our staff will review the
information and notify you of our decision.
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
If you have any questions about the new sludge requirement, sludge survey worksheet, or any
related matter please feel- free to contact the Animal Feeding Operations Unit staff at 919-733-
3221.
Sincerely,
Keith Larick, Supervisor
Animal Feeding Operations Unit
Enclosures
cc (w/o enclosures):* Cumberland County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files

O�0F W AT p Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
Q Coleco H. Sullins, Director
Division of Water Quality
July 1, 2007 ' !
Kevin West & TommyO'Neil West Jr , �� '
1�.'1� � 7
OK Farms
4685 Cedar Creek Rd �^
Fayetteville, NC 28312-8023
Subject: Certificate of Coverage No. AWS260073
OK Farms
Animal Waste Management System
Cumberland County
Dear Kevin West & Tommy ONcil West Jr:
In accordance with your application received on 22-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Kevin West & Tommy ONeil West Jr, authorizing the operation
of the subject animal waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the OK Farms, located in Cumberland County, with an animal capacity of no greater
than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 5880 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition II1.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC.- An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the- CAWMP and this COC and' must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pay
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: wwwmewateraualitv.orr Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer-50% Recydedl10% Post Consumer Paper
r" Carolina
4Naturally
Raleigh, NC 27699-1636 'telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under, this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .01,11(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply_ wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit 'until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the.
General Permit, an application for renewal' must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change, in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Cumberland County Health Department
Cumberland County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS260073

C1�0� WAT�y Michael F. Easley, Govemor
1 William G. Moss Jr., Secretary
j North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 1, 2006
CERTIFIED MAFL 1
RETURN RECEIPT REQUESTED
Kevin West & Tommy O'Neil West Jr
OK Farms r
4685 Cedar Creek Rd `
Fayetteville, NC 283128023
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at httl2://h2o.enr.state.nc,us/gps/afou/downtoads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under one of these two types of general permits, you must submit an application for permit
coverage to the Division. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered b, aspiring
NPDES General Permit.' The al2plication form must be coml2leted and returned by January 2 2007. Please note you must include
two (2) copies of your most recent Waste Utilization Plan with the application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
6
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Cumberland County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 260073
Prestage Farms Inc
NAhCarolina
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: (919) Nattlr -
Internet: www.ncwatgMUq1ity.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
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Waste Utilization Plan
Producer: Kevin & Tommy O'Neil West
Name of Farm: OKFarms
Location: 46IN Cedar Creek Road
Fayetteville NC 28301
Phone: [phone]
Type of Operation: Feed-Ffnish
Number of Animal: 5880
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year:
County: Cumberland
11172 ton/year
13524 Ibs.tyear
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be used to reduce the amount of commercial fertilizer required for the crops in the
fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are Important In the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied In an 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 not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils , when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the 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 crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
In the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste Is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which
RECEIVED 1 DENR / DWO
AQUIFFR'PPnTF( inN VCTION
APR 0 1 7009

OK Farms
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH In the optimum range for specific crop production. This
waste utilization plan, ff carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN 1S BASED ON THE FOLLOWING:
Tract No.
Pull No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unfit
Acres
Lbs M
Used
Month to
Apply
Lbs. N
Per Ac.
5888
2
ExA
Cam
130
1.06
2.29
316
' FES15-JUN
138
5888
2
ExA
Wheat
60
1.86
2.29
256
SEP-APR
112
5888
2
ExA
So n DC
42
3.84
2.29
371
APR-SEP15
162
5888
3
ExA
Corn
130
1.06
2.92
403
FEB15-JUN
138
5888
3
ExA
Wheat
60
1.86
2.92
327
SEP-APR
-112
5888
3
ExA
Soybean(DC)
42
3.84
2.92
473
APR-SEP15
162
5888
4
ExA
Cam
130
1.06
1.92
265
FEB15-JUN
138
5888'
4
ExA
Wheat
60
1.86
1.92
215
SEP-APR
112
5888
4
ExA
n DC
42
3.84
1.92
311
APR-SEP15
162
5888
A
Gr
Cam
130
1.06
0.40
55
FEB15-JUN
138
5888
A
Gr
Wheat
60
1.86
0.40
45
SEP-APR
112
5888
A
Gr
Soybean(DC)
42
3.84
0.40
65
APR-SEP15
162
5888
B
Na
Corn
125
1.06
0.40
53
FEB15-JUN
133
5888
B
Na
Wheat
60
1.86
0.40
45
SEP-APR
112
5888
B
Na
so can DC
38
3.84
0.40
58
APR-SEP15
146
5887
5
ExA
Soybeans
50
4.00
4.92
984
APR-SEP15
200
5887
6
ExA
Soybeans
50
4.00
4.86
972
APR-SEP15
200
5887
6A
ExA
Soybeans
50
4.00
1.26
252
APR-SEP15
200
5887
7
ExA
Soybeans
50
4.00
4.04
808
APR-SEP15
200
5887
8
ExA
So ns
50
4.00
4.36
8721
APR-SEP15
200
5887
9
ExA
So ns
50
4.00
2.82
5641
APR-SEP1 51
200
Waste Utilization Agreement (center pivot)
5173
10
Gr
Corn
130
1.06
20.27
2793
FEB15-JUN
138
5173
10
Gr
Wheal
60
1.86
20.27
2262
SEP-APR
112
5173
10
Gr
Soybean(DC)
1 38
3.84
20.27
2958
APR-SEP15
146
Total 78.65 15724 lbs.
Available Nitrogen 13524 lbs.
Surplus or deficit -220D lbs.
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply .
the waste in a timely manner.

OK Farms Page 3
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc: Interseeded in bermudagrass), forage must be removed through
grazing, hay and for silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four Inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting 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 mowed to a height of about two inches before drilling for best
results.
Caution must be exercised In grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at agronomic rates. The
sludge will be nutrient rich and will require precautionary measures to prevent over application of nutrients or
other elements. Your production facility will produce approximately 2117 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 10584 lbs. of PAN to utilize. Assuming you
apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 35
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 85
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

OK Farms
Page 4
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 Irrrigate the acres shown in tables.
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.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate inlhr
Applic.
Amount
5888
2
ExA
Corn
0.30
1.0
5888
2
ExA
Wheat
0.30
1.0
5888
2
EXA
can DC
0.30
1.0
5888
3
ExA
Corn
0.30
1.0
5888
3
ExA
Wheat
0.30
1.0
5888
3
ExA
sa DC
0.30
1.0
5888
4
ExA
Com
0.30
1.0
5888
4
ExA
Wheat
0.30
1.0
5888
4
ExA
Soybean(DC)
0.30
1.0
5888
A
Gr
Corn
0.35
1.0
5888
A
Gr
Wheat
0.35
1.0
5888
A
Gr
Soybean(DC)
0.35
1.0
5888
B
Na
Corn
0.35
1.0
5888
B
Na
Wheat
0.35
1.0
5888
B
Na
Soybean(DC)
0.35
1.0
5887
5
ExA
Soybeans
0.30
1.0
5887
6
ExA
Soybeans
0.30
1.0
5887
6A
ExA
Soybeans
0.30
1.0
5887
7
ExA
Soybeans
0.30
1.0
5887
8
ExA
so ns
0.30
1.0
5887
9
ExA
So eans
0.30
1.q
Waste Utilization Agreement (center pivot)
5173
10
Gr
Corn
0.30
1.0
5173
10
Gr
Wheat
0.30
1.0
5173
10
Gr
Soybean(DC)
1 0.30
1.0

OK Farms
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates 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 have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION
The acres are reduced by one-half on pulls 2-4, ABB; and 10 to allow for a two-year rotation of com, wheat
and soybeans.

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: OK Farms
/ Owner/Manager Agreement Kevin & Tommy O'Neil West
I (we) understand and will follow and implement the specifications and the operation and maintenance procedures
established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality (NCDWQ)
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from
this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour storm.
The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation
District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Kevin & Tommy O'Neil West
Signature:
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plar G. Glenn Clifton
Affiliation: Prestage Farms, Inc.
Address: P.O. Box 438
Clinton, NC 28329
Signature: A. Skgn�=C
Phone: [phone]
Date:
Date:
Date:*117107

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August 10, 2007
Maxwell Foods, Inc
List of Maxwell Foods, Inc facilities granted sludge survey extension.
Permit
Number.
Facility
Number
Facility Name
# of lagoons
at the facility
# of lagoons
Exempted
Exempted Lagoons
AWS310223
31-223
Albertson Farm
2
2
Lagoon #1 & #2
AWS400042
40-42
Blizzard Nursery & Finishing
2
2
Lagoon #1 & #2
AWS310043
31-43
Case Farm
1
1
Lagoon #1
AWS960213
96-213
Dairy Swine Farm #1 & #2
2
2
Lagoon #1 & #2
AWS960035
96-35
Exum Mills Sow
2
1
Lagoon #2
AWS310848
31-848
Friendship
5
5
Lagoon #1, 2, 3, 4, & 5
AWS400047
40-47
Della M Ginn Farm
1
1
Lagoon #1
AWS400151
40-151
H G Maxwell, III
1
1
Lagoon #1-
AWS070014
07-14
Hodges Sow Farm
3
3
Lagoon #1, #2; & #3
AWS080034
08-34
Indian Woods
2
0
_
AWS820656
82-656
Kin 1-8
2
2
Lagoon #1 & #2
AWS820003
82-03
King.9-16
2
2
Lagoon #1 & #2
AWS540140
54-140
LC Farm
2
2
Lagoon #1 & #2
AWS960098
96-98
Nahunta Sow #1, #2, & isolation
3
3
Lagoon #1, #2, & #3
AWS660084
66-84
Plantation Sow Farm
3
2
Lagoon #2, & #3
AWS310103
-31-103
Quinn Sow
3
2
Lagoon #1, & #2
AWS080002
08-02
Republican Sow Farm
3
3
Lagoon #1, #2, & #3
AWS960034
96-34
Sasser Sow Farm
3
3
Lagoon #1, #2, &c #3
AWS400022
40-22
Seymour Farms
1
1
Lagoon #1
AWS960215
96-215
Smith Person Farm
1
1
Lagoon #1
AWS960033
96-33
Squirrel RidgeSow
3
3
Lagoon #1, #2, & #3
AWS310060
31-60
Sunshine Nurseries
2
2
Lagoon #1. & #2
AWS740014
74-14 1
Worthington Farms Inc -finishing farm.
1
1
Lagoon #1
'Due to the amount of treatment volume available, and the rate of sludge accumulation, DWQ feels that an extension is
not appropriate for Lagoon #1 at facility #96-35, the two lagoons at facility # 08-34, Lagoon #1 at facility # 66-84, and
Isolation lagoon (Lagoon #3) at facility 31-103.

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August 10, 2007
Maxwell Foods, Inc
List of Maxwell Foods, Inc facilities granted sludge survey extension.
Permit
Number
Facility
Number
Facility Name
# of lagoons.
at .the facility
# of lagoons
Exempted
Exempted Lagoons
AWS310223
31-223
Albertson Farm
2
2
Lagoon #1 & #2
AWS400042
40-42
Blizzard Nursery & Finishing
2
2 -
Lagoon #1 & #2
AWS310043
31-43
Case Farm
1
1
Lagoon #1
AWS960213
96-213
Dairy Swine Farm #r & #2
2
2
Lagoon #1 & #2
AWS960035
96-35
Exum Mills Sow
2
1
Lagoon #2
AWS310848
31-848
Friendship -
5
5.
Lagoon #1, 2, 3, 4, & 5
AWS400047
40-47
Della M Ginn Farm
1
1
Lagoon #1
AWS400151
40-151
H G Maxwell, III
1
1
Lagoon #1
AWS070014
07-14
Hodges Sow Farm
3
3
Lagoon #1, #2, &:#3
AWS080034
08-34
Indian Woods
2
0
_
AWS820656
82-656
Kin 1-8
2
2
Lagoon #1 & #2
AWS820003
82-03
King 9-16
2
2
Lagoon #1 8& #2
AWS540140
54-140
LC Farm
2
2
Lagoon #1 & #2
AWS960098
96-98
Nahunta Sow #1, #2, & isolation
3
3
Lagoon #1, #2, & #3
AWS660084
66-84
Plantation Sow Farm
3
2
Lagoon #2, & #3
AWS310103
31-103
Quinn Sow
3
2
Lagoon #1, & #2
AWS080002
08-02
Republican Sow Farm
3
3
Lagoon #1, #2, & #3
AWS960034
96-34
Sasser Sow Farm
3
3
Lagoon #1, .#2, & #3
AWS400022
40-22
Seymour Farms
1
1
Lagoon #1
AWS960215
96-215
Smith Person Farm
1
1
Lagoon #1
AWS960033
96-33
Squirrel RidgeSow
3
3
Lagoon #1, #2, & #3
AWS310060
31-60
Sunshine Nurseries
2 .
2
Lagoon #1. & #2
AWS740014
74-14
Worthington Farms Inc -finishing farm. 1
1
1 1
Lagoon #1
'Due to the amount of treatment volume available, and the rate of sludge accumulation, DWQ feels that an extension is
not appropriate for Lagoon #1 at facility #96-35, the two lagoons at facility # 08-34, Lagoon #1 at facility # 66-84, and
Isolation lagoon (Lagoon #3) at facility 31-103.

10/02/2010 15:00 888--558-9946 PRESTAGE A
b
Qorooa%336 l s
4� e> It)
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: W26r73 County: Cumberland
Facility Name: OK Farms
Conlftd Operator Name: Kevin West Operator Number: 20077
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 dam for lagoons without spillways, and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: _1
Spillway(Y or N): N _
,5 Level(inches); is
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 stern 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 DWO prior to transfer of waste to a slte
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 facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste;
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the boat of my knowledge and ability, the Information is
accurate and correct.
Phone:
Facility Owner/Manager (print) ,
Date:
Facility Owner/Manager (signature)
PAGE 02
C Lv�-+� Ix--3 1 it,

10102/2010 15: 00
888-556-9946
PRESTAGE A
PAGE 03
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1, Structure Name/Identifier (ID): 1
2. Current liquid volume in 25 yr./24 hr. storm+ storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr./24 hr. storm & Structural freeboard 19.0 inches
c, line b . line a (inches in red zone) = �01 inches
top of dike surface area according to design
d, (area at below structural freeboard elevation) 182900 ftz
e, fine c/12 x line d x 7.48 gallonstiV 101541 gallons
3. Projected volume of waste liquid produced during draw down period
1. temporary storage period according to structural design 180 days
g, volume of waste produced according to structural design 193851 fe
h. current herd # 8880 certified herd #1 5880
actual waste produced = current herd # x line g = 193851 il,
certified herd #~
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + 1 + j) x 7.48 x 30 days/line f=
C Total PAN to be land applied during draw down period
1. current waste analysis dated 06/24/2010
M. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
fe
95z09 ft3
360381 gallons
1.80
739 lbs. PAN

10102/2010 15:00
1
888-558-9946
PRESTAGE A
PAGE 04
Il. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure 10: 1 line m = 739.0 lb PAN
2, Structure 10: line m = �lb PAN
3, Structure ID: line rn _ lb PAN
4. Structure 10, line m = lb PAN
5, Structure ID: line In = lb PAN
6. Structure 1D: line m =ib PAN
n. lines 1 + 2 + 3 + 4 + 5 + g c 739.0 1b PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. 00 NOT LIST FIELDS TO WHICH PAN
CANNOT BE
APPLIED DURING THIS 30
DAY PERIOD.
o. tract #
p. field 0
q. crap
r. acres
s, remaining ERR
2 PAN balance
(lblem)
L TOTAL PAN
BALANCE FOR
FIELD (lbs.)
Column r x rs
u. application wlndowl
5173
10
Wheat
20,27
112.00
2270.0
SEP-APR
v. Total PAN
available for all fields
(sum of eolumn t1 2270.0 lb. PAN
IV. FACILIT'Y'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11)
x. Crop's remaining PAN balance (line v from section 111) =
y. Overall PAN balance (w - x)
739_0 lb. PAN
2270.0 ib. PAN
-153 Ib. PAN

~t 0/02/2010 15:00 888-558-9946 PRESTAGE A
,r
PAGE 01
Fax
TO: Steve Guyton Fmm, Glenn Clifton
Faz Pages, a .
Phone: Date: 1011110
Re: Kevin West 30 day POA ae:
❑ urgent X For Review ❑ Please Demmod ❑ Please Replay ❑ Please Recycle
e Comments:

FROM FAX NO. : Feb. 11 2007 03:06PN PI
MESTA(M A pAeF 91
Fac
Glenn Clifton # 1�11-1 L41105-4--
pan; Pulpm, 4
Dawl 313M C
RM
13 L"ant X Far Raview 13 Pies" Cafturmmt Cl PWA" ROM 0 Pleaso Rec"le
s Cammaift Fill out" Inttom of the Covet page and,
Fstlhu 3 W*M to the fblWng:
R04 R"B
010-46&0707
Glenn

FROM FAX NO. Feb. 11 2007 03:06PM P2
qB:47 19105965793 PRES7AGE A I-'Atat bL
tl '
PLAN' -'OF' ACTION(Poo) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
PtpollMr►;Ntirrlb4lr zg-79 Counter CLrnwund
' `: ix r llirMr OK Farms
QporelprNwa: Kevin West Operator Number 20077
•:1;> Iaval(B) in inches as measured from the current liquid level in the lagoon to the
IaMlast.polnt 4n the top of the darn far lagoons without spillways; and from the current liquid 4PVRi
mid+rjlit°t' 1p the bottom of the pplliway forlagoons with spillways.
Lagoon t Lagoon 2 Lepoon 3 Lagoon 4 Lagoon 5
lRpoonw ): t
le G,I •I�� applle tie Items
Wqult! level to within the daeignad structural freeboard elevations Of one or more structures,
structures,
Alva and 10 day Plans of Action arc attached, Hydraulic And agronomic balances are
V*hir acceptable ranges.
l ' _ Liquid level It wlthkn the 76 year 24 hour *term elevations for we or more structures. A
3G day plan of Action is al lchtad, 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 reffeated in section Itl tables. Included within this plan is a list
y'of the proposed sites with related fadfRy numbers, number of acres and receiving crop
Infonnatian. CdAted and eeoury approval from the DHVQ prior to transfer of w29t0 to a trite
trot onvalad In the facility's CAWMP.
will be partlally of fully depopulated.
'Attach a complete schadule with corresponding animal unffa and dates fry depup0slion
1'^4If animals arc to W moved to another pwrnRted fscifity, provida facility number, lagoon
freeboard levels and hard popuiailon for the receiving facility
a.: fdafltaet passlbk date to begin Isrrd applkastien of waste:
fllfatrby 4kfy that I Irava reviewed the Iftrmation listed above and Included within the
Y: f ftilli lMd' Plan of Acttorr, and to She beat Of my knowledge and abfifty, the Ir►llwmstion is
slaapl�bM Mrtd tinrfaff-
•iN
Phone:
Faculty OwnarlManager (print)
Data: 3 - 3- !d
FudIty OwnsrlManager (slgnawre)

FROM FAX NO.
47 1 1.05955799 PRESTAGE A
30 DAY DRAW DOWN PERIOn
TO FEE LAND APPLIED PER WASTE STRUCTURE
Namelldentftr (ID): i
citrld volume In 25 yr_124 hr. storm storage & 8tfuctural freeboard
a• nurrent liquid level according to marker
b. designed 25 yr.124 hr, storm a structural freebeetd
I'na (inches =
c. i b line a in red zone)
top of dike surface area Wording to do$Ign
d. {aran at below structural freeboard elevation)
e, line a112 x line d x 7.48 galloneW
PMliajected volume of waste liquid produced during draw down period
f, temporary storage period according to structural design
f "
g, volume of west* proddaod adeording to Btruetural design
Feb. 11 2007 03:07PM P3
s inohas
175 inches
5 inchaa
16200Q ft
50771 gcllons
18D days
1938ra1 ft�
h. aurrenf herd # so certified herd # 588t)
actual waste produced catrtent hersi S x line g ft'
certified herd 0
,,.• >.�:; .�:,;;,,;,. • ;;ry. I. VDlume of wash water according to structural design Q n
). excess rainfall over evaporation necording to design 962t79 fta
PAGE 03

m
FROM
47
II. T141,INgi
FAX NO. Feb. 11 2007 03:12PM P1
1910159%799 PRESTAGE A P4GE ravel
OF PAN STORED WITHIN STRUCTURAL FRELBOARO AND/OR 29 YR.124
MG ELLVATTONS IN ALL WASTE STRUCTURES FOR FACILITY
T!' Mature I0,
line m -
883.4 lb PAN
u'Aura ID:
line m =
lb PAN
:&' Sruclun ID:
line m .
}b PAN
t yy ualura ID.
One rn =
Ib PAN
Il,t
;q..AiRpuature ID:
line m =
lb PAN
{& ctur p ICI;
ling m
�Ib PAN
V.
P • 1`i' : n. lin*8 1 + 2 + 3 + 4 0 + 0 =
R83.4 lb F'AN
AN BALANOE REMAINING FOR AVAILAHLH CROPS DURING 30 DAY DRAW DOWN
HOT LIST
FIIILDS TO MICH PAN CAM ODURING
T1114
.. V. 1 MAI rAr• araIMU49 Wr all " lw 19UM 01 GOI►rnrtn LJ a
IV,•PIOI4' UPS PDA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from soctlon Iq
IL Crop'a remaining PAN balamea (Ilms v feam Oontlon III)
Y. Overall PAN balance (w • x)
Ll nr. it 113. rArf
063A tb. PAN
Z787.3 Ib. PAN
�� =111. PAN

Faqe 464 1�-
Nutrient Management Plan For Animal Waste Utilization
07-27-2006
This plan has been prepared for:
O. K Farms
Ken Autry
489 McLean Rd.
Elizabethtown, NC 28337
910-588-4936
This plan has been developed by:
R. Gregory Swain, P. E.
Swain Consulting Services, Inc.
150 Cabin Creek Lane
Clinton, NC 28328
910-590-2703
Developer Signature 7127/6 6
Type of Plan: Nitrogen Only with Manure Only
RECEIVE®
APR 2 6 2013
DENR-FAYETTEVILLE REGIONAL OFFICE
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
Z/d, & 6
Signature (owner) Date
- ----- VZ-7Z2,=,6
Signature (manager or p oducer) bate
This plan meets the minimum standards and spec ifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Comm ission.
Plan Approved By: '� - / -7 O G
Technical Special st Signature Date
3.1 Date Printed: 07-27.2006 Cover Page 1
SEAL
1G415

Tract
Source
Field ID
Soil Saws
Tow
Agee
Um.
Acres
Crop
RYE
APpBc.
Period
INtmgem
PA
Nutriau
Redd
05M)
CDTgrn.
Fart
Nu[rieot
Applied
OWA)
Res.
A)
Apple-
blcdrad
Mmae
PA
utrimlA
Pled
OWA)
llgnid
eA
pplied
(acre)
Solid
Mamm
Applied
(a:ri)
Iigid
Mmrue
Applied
(Field)
Sand
manrre
Applied
(Fiald)
Y
N
N
N
1000
9411A -
Tans
1000 gals
tons
IN38
2A
S7
Wmhee
2.50
2301comumin
110 bu.'
2/15-6/30
117
0
*20
Irrig.
97
38.75
0.0(189.12
0.00
10638
2A
S7
Wahee
2.50
2.30
Wheat, Grain
50 bu,
911-4/30
93
0
0
trrig.
60
24.15
0.00
55.54
0.00
10638
28
S7
Wahee
1-50
1.09
Com Grain
110 bu.
2/15.6/30
117
0
*20
Irrig.
91
38.75
0.0a
42.23
0,00
I0638
2B
S7
Wehee
1.50
1.09
W1tem, Grain
50 bu.
911-4/30
93
4
0
brig.
60
24.15
0,00
26.32
0.00
I N38
3A
S7
Roanoke
230
130
Corn, Grain
120 bu.
21 t 5-6/30
130
0
120
Irrig.
110
43.94
0.
57.12
0.00
10638
3A
S7
Romkc
2.30
1.30
Whent,Gmin
55bu,
M 4130
106
0
0
brig
69
27.52
O.W
35.7$
0.00
10638
3B
S7
a
220
1,52
Corn, Grain
120 bu.
2/15-WO
130
0
-20
[trig.
110
43,94
OAO
66.79
0.00
10638
3B
S7
ke
224
1,52
Wheal, Grain
55 bu.
W14130
106
0
0
In*
69
27-52
0,00
41.13
0.00
2446
9A
S7
Wahee
2,53
1A6
Corn, Gram
1 to bu.
2115-6130
117
0
"3)
brig.
91
38.71
0.0
56.5
0.00
2446
9A
S7
Wahee
233
1.46
Wtaxt, Grain
50 bn.
911-4130
93
0
0
Irrig
24-15
0.09
3525
0A0
2446
9B
S7
Wader
1.51
1.34
Cbro, Gram
110 bu.
2115-6.r30
117
0
-20
In*
97
38.75
0.00
51,92
0,00
2446
9H
S7
aim
ISI
134
Whenl,Grom
30hu.
911-4130
93
0
0
brig.
24-15
0.00
32.
000
2446
9c
S7
Wahee
2.69.1.54
Cont. Grain
110 bu.
2113-W30
117
0
*20
[trig
99
38.7
0.00
59.61
0.00
2446
9C
S7
Wabee
2.69
134
Wbent, Gram
50 bu.
911480
93
0
0
[frig,
24-15
0.00
37.19
0.00
2452
8A
S7
Dlogw:-CP
2-6G
1,91
CamGmin
125ba,
2115-6130
In
0
'20
lttig.
112
44-74
0.00
8545
0.00
2452
SA
S7
Doguo-CP
2.60
1.91
Graar
60 bu-
911.4130
112
0
0
[Trig.
73
29AO
0.
5554
0.00
2452
811
S7
aCP
2-50
1.91
Corn, Grain
125 bu.
2115�-6/30
132
0
*20
Irrig.
112
44.74
0.00
soA
0.00
2452
8B
S7
P
2.50
Lai
Wheat Gram
60 ba
911-V34
112
0
0
Crrig.
73
29_
0.0
52.63
0.00
147443 Database Version 3.1 Date Printed: 7/15/2006 WUT Page 2 of 5

Wnstn I[Ttili7ntinn Tahlp
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nilrogen
PA
Nutrient
Re4d
(1bsrA)
Comm.
rerl.
Nutrient
Applied
(lbs/A)
Res.
OWA)
Applic.
Method
Mmture
PA
NutrientA
pplied
(lbs/A)
Liquid
anureA
ppGed
(acra)
Solid
Manure
Applied
(acre)
qidsolid
Manure
Applied
(Field)
N
N
N
Ngat/A
1000
Tons
1
tons
Total Applied, 1000 gallons
`dam%
Total Produced, 1000 gallons
2,669,76
Balance, 1000 gallons
-636.25
Total Applied, tons
-.
0.00
Total Produced, tons
'
0.00
Balance, tons
t1.00
.. ... - ay—.,.,. urcaua Mdbt:u, UUIMWISC, Uwnea. Nymuol m means user entered data.
r
147443 Database Version 3.1 Date Printed: 7/15/2006 WUT Page 3 of 5
LI,Zl,)3
LI 22,13
'� --2 2 - I�

w zsxt
Tract
Unuzarton
Ficid
r arirC
Somce
ID
Suit Series
Tula!
Aaea I
US%
Aare
r
Crop
ear c
RYE
A*c.
Pcfmd
tugm
PA
Natrierd
Redd
OWA)
Comm.
Fart
Nulrkd
Applied
(IWA)
Res
WA)
Appic.
Medwd
Mmra
PA
NuTk21A
Wed
dbs'A)
Liod
M2mLrcA
Nfied
[mre)
Solid I
Matra
Applied
ltR)
Iiyioid
Mrntre
Applied
(Fieid)
Solid
Maare
Applied
(Feld)
v
N
N
N I
1000
gaUA
Tore
1000 gals
Dons
10636
4A
S7
Goldsbom
3. LO
2,54
Fescue Hay
40 Tons
8/1-7131
182
0
0
Irrig,
192
72,7
0,00
184.65
0.00
10636
46
S7
kW)mo
1.95
1,69
Fc=c Hay
4.0 Tons
8/1-7/31
182
0
0
brig,
182
723D
0.
[22,86
0.00
10636
5A
S7
DogueCP
2.90
2.43
Small Grain Overseed
1.0 Tons
iOli-3131
50
0
0
Irrig
50
M97
O.Do
48.53
0.00
10636 1
5A
ST
D%uC-CP
2.90
2.43
Hybrid Bermudagmss Hay
6.0 Torts
311-9130 1
253
0
0
irrig.
253
MA
0.04245.37
0.00
10636
5B
S7
ms -CP
2.50
2.29
Small Grain Overseed
1.0 Tons
1011-3131
50
0
0
Irrig.
50
19.97
0.00
45.74
0.00
10636
Se
S7
eCP
2.50
229
Hybrid Bermudagrrsa Hay
6.0 Tons
311-9/30
253
0
0
Irrig.
253
1OL06
0.00
231.42
0,00
10636
Sc
S7
Dvgue-CP
1.50
133
Small Grain Oversced
l.0 Tousl
1011-3131
50
0
0
brig.
50
19.971
0.00
26.56
0.00
10636
5<
S7
Doguc-CP
1.50
1.33HybridB.4-pass
Hay
6.0 Tom
3/1-9130
253
0
0
Irrig.
253
101.
O.Oc
134.41
0.00
10636
6A
S7
apc Fray
3.40
2,75
1- MR Gyck-2Q
M ons
Mons
811-7131
l
.i4S
0
0
Irrig.
i1c.
4441
44-12
0.
1zi, 3
+6*-4
0.00
10636
6B
s7
ape Fear
3.110
2.66
Fesata l4 ry sn L,
a TotlS
61I-7131
i44t
0
0
krig.1)d
i
y y.x
0.0(
1t 7.91-
O o4
10636
7A
S7
Feu
4A0
3.91
ewme"
3.5Tons
911-7/31
149
0
O
irri&
141
59,12
OJO0
231,13
0.00
10636
7B
S7
Cape FCMT
4.10
2.-n
escape Hay
33 Tom
911-7131
149
0
0
in*
14
59-14
0.00
163.76
0.00
M33
I OA
S7
Goldstwo
2.90
1.45
1 Grain Oversecd
1.0 Tars
1011-3/3 E
50
0
0
brig_
5
19.
0.
29-96
0.00
10633
I OA
S7
2.90
1.45
lHybrid Bernrudag- Hay
6-5 Togs
311-9130
296
1 0
0
MI.
2
11 9_2
O-OC
171.44
0.00
10633
IA
S7
Waboc
5
3.73
Groin Overseed
10 Tom
10/1-3131
50
0
0
Irrjg.
5
lq47
0.
74.50
0.00
10638
IA
S7
Wahce
5.22
3.73
Hybrid BanwdaWass Hay
5-0 Tops
311-9130
211
0
0
brig.
211
8429
0.00
314.37
0.00
W638
2A
57
Wahm
250
230
Gnaw
50 bu.
9114M
93
0
0
brig-
33
13.
0.00
29.90
0.00
10638
2A
S7
lWaber,
2-W
230
Manumd,Double Crop
35bu.
411-9/15
134
0
0
brig.
134
53.53
0.00
123,11
0.00
10633
2H
S7
Wahme
150
1.09
Wheat, Gmio
50 ba
WI-4no
93
0
0
brig-
33
13M
. 0.00
14.17
0.00
10638
28
S7
Wabee
1.50
1.09
Saytom, Manuted.Double Crop
35bu.
4/1A115
134
0
0
Imp,
134
53.53
0.00
59.34
0.00
10639
3A
S7
Ronwkc
2.30
130
GWO
55 hu.
911-4/30
106
0
0
brig.
3
14,8
4
19.27
0.00
E0638
3A
57
Roateoke
2.30
1.30
Soybmutre s, Mamd, bouble Crop
37 bu.
411-WI 5
143
0
0
brig
14
57.1
0.
74.26
0.00
147443 Database Version 3.1 date Printed. 7/15/2006 WUT Page 4 of 5
leas A
4--22-j3
Li-2z-13
1� N >j� Lj - 2 Z--l3

Wnctp I1667i ntinn Tghlp
v .._`1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
- _ -
RYE--
Applic•
Period
Nitrogen
PA
Nutrient
Raltd
(ibs/A)
Comm.
Fed.
Nutrient
Applied
(Ibs/A)
Ito
(lbstA)
APptiG
Method
Mature
PA
NulrientA
pphed
(lbs/A)
Liquid
MantseA
ppliel
(ecru)
Solid
Manure
Applied
(-to)
liquid
Mnnre
Applied
(Field)
Solid
Manse
Applied
(Field)
N
N
N
N
1000
gat/A
Tons
1000 gals
tons
10638
3B
S7
Roanoke
2.20
1.52
Wheat. Grain
55bu.
911-4130
106
0-
0
Irrig.
37
14.82
0.00
22.53
0.00
10638
3B
S7
Roanoke
2.20
1.52
Soybeans, Manured, Double Crop
37 bit.
4/1-9/15
143
0
0
Irrig.
143
57.12
0.00
86.82
0.00
2446
9A
S7
Wahee
2.53
1.46
Wheat, Grain
50 bu.
911-4/30
93
tl
0
Irrig.
33
13.00
0.00
18.981
0.00
2446
9A
S7
Wahee
2.53
1.46
Soybeans, Manured, Double Crop
35 bu.
411-9/15
134
0
0
Irrig,
134
53.531
0.00
78.15
0.00
2446
9B
S7
Wahee
1.51
1.34
Wheal. Grain
50 bu.
9/1 4/30
93
0
0
Irrig.
33
13.00
0.00
17.42
0.00
2446
9B
S7
Wahee
1.51
1.34
Soybeans, Mantired, Double Crop
35 bu.
4/1-9115
134
0
0
Irrig.
134
53.53
0.00
71.72
0.00
2446
9C
S7
Wahee
2.69
1.54
lWheal, Grain
50 bu.
9/14/30
93
0
0
Irrig.
0
13.00
0.00
20.021
0.00
2446
9C
S7
Waltee
2.69
1.54
Soybeans,Manured, Double Crop
35 bu.
4/1-9115
134
0
0
Irrig.
134
53.531
0.00
82.43
0.00
2452
8A
S7
Dogue-CP
2.60
191
Wheat, Grain
60 bu.
9/14/30
112
(1
0
Irrig.
39
15.66
0.00
29.91
0.00
2452
8A
S7
Duguc-CP
2.60
1.91
Soybeans, Manured,Double Crop
38bu.
4/1-9/15
146
0
0
Irrig.
146
58.32
0.00
111.39
0.00
2452
8B
S7
Dogue-CP
2.50
1.81
Wheat, Grain
60bu.
9/1.4/30
112
0
0
Irrig.
39
15.66
0.00
28.34
0.00
2452
8B
S7
Dogue-CP
2.50
1.81
Soybean:, Manurod, Double Crop
38 bu.
4/1-9115
146
0
0
(trig.
146
58.32
0.06
105.56
0.00
Total Applied, 1000 gallons
7jarj Z
Total produced, 1000 gallons
2,669.76..
`
Balance 1000 gallons,
-ffj6.29,
,r 5S E
Total Applied, tons
•.
0.00
Total Produced, torts
;
0.00
Balance, tons
' '
0.00
IvvLCb. I. I J I Lne. LQUA ouLumn, -- Symbol means teasea, olnerwise, ownea. 2. Symbol I means user entered data_
147443 Database Version 3.1 Date Printed: 7/15/2006
WUT Page 5 of 5
lei gs � � zZ. is
;a1'3 �5�'Z`'ZZ`I

WETTEDIEFFECTIVE ACREAGE FOR
O.K. FARMS, KEN AUTRY IRRIGATION LAYOUT FOR EXISTING AND NEW FIELDS
PULL
PULL
LENGTH
EFFECTIVE
WIDTH
MIDDLF
ACRES
START
END
TOTAL
PER PULL
FIELD TOTALS
1A
EDO+
720.0
1933.0
3.19
0.44
0.10
3.73
3.73
2A
EE70 E90+
390.0
208.0
1.88
0."
0,00
2.30
3.39
28
EE70
126.0
208.0
0.80
0,49
0.00
1,09
3A
NE70
237.0
1811A
0,98
0.32
0.00
1,30
2.82
3B
NE70
288.Dl
181.0
1.20
0.32
0.00
1 1.52
4A
EE70
430.0
208.0
2.05
0.49
0.00
2.54
4.24
48
EE70
358,0
149.0
1.22
0.37
OA0
1.69
5A
EE70
406.0
208.0
1.94
0.49
0.00
2.43
6.05
58
E170
398.0
170.0
1.55
0.44
0.30
2.29
5C
EE70
334.0
107.0
0.82
0,31
0.20
113
BA
E90+
455.0
221.0
2.31
0.44
0.00
2.75
5.40
86
E90+
634,01
155.0
2,26
0.29
0.11
2.66
7A
EE70
717.01
208.0
3.42
0.49
0.00
3.91
6.68
78
EE70
637.0
185.0
2.28
0.49
0.00
2.77
BA
NE70
382,0
181.0
1.59
0.32
0.00
1.91
3.71
88
NE70
358.0
181.0
1.49
0,32
0.00
1.81
9A
NE70
275.0
181.0
1.14
0,32
0.00
1.46
4.34
9B
N170
265.0
170.0
1.03
0.31
0.00
1.34
9C
NE70
293.0
181.0
1.22
0,32
0.00
1.54
10A
N75+ 1
405.01
135.0
1.26
0.19
0.00
1.45
1 AS
TOTAL: 41.83 ACRES
NOTES: 1. PULL LENGTHS TAKEN FROM DRAWING BASED ON GPS GENERATED MAP.
2, WETTED ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
FOR NEW SYSTEM TABLES FOR APPROX 7D% SPACING (17a LANE SPACING, 246- WETTED DIA.
USING NELSON SR100 GUN W1.91" RING NOZZLE ® 60 psf),
3. OPERA70R MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, SPRAY DRIFT, ETC. APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS
OR ON FROZEN OR SATURATED SOILS,
4, OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK TRAVELER LANES TO ENSURE ACCURATE APPL,
6, HYDRANTS AND TRAVEL LANE$ MUST BE LOCATED AND INSTALLATION CERTIFIED BY DESIGNER OR
CERTIFIED IRRIGATION DESIGNER.
6, SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES,
CALCULATIONS BY:
SEAL
16415
•
?its a
5ii Date

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic YYield
estimates are also provided for each crop -in the plan. In addition. the Leaching Index for each field is shown, where
available.
k
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
10636
4A
3.10
2.54
N/A
Goldsboro
Fescue Hay
4.0 Tons
10636
4B
1.85
1.69
N/A
Goldsboro
Fescue Hay
4.0 Tons
10636
5A
2.90
2.43
N/A
Dogue-CP
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.0 Tons
10636
5B
2,50
2.19
N/A
Douue-Cp
Small Gram Overseed
1.0 Tans
Hybrid Bermudagtass Hay
6.0 Tons
10636
5C
1.50
1.33
N/A
DogueLP
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.0 Tons
10636
6A
3.40
2.75
N/A
Cape Fear
Fescue4iar- ryux,
3.5 t'ons
10636
613
300
2.66
N/A
Cape Feat'
Fescue-Har G-ralLe
i
10636
7AUMZMMW�
4.10
3.91
N/A
Cape Fear
Fescue Hay
3.5 Tons
10636
7B
4CZMMMMIM.10
2.77
N/A
Cape Fear
Fescue Nay
3.5 Tons
10639
10A
2.90
1.45
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
10638
lA
512
3.73
N/A
Wahee
Small Grain Overseed
1.0 Tons
Hybrid Aermudagrass Hay
5.0 Tons
10638
2A
2.50
2,30
N/A
Wahec
Corn Grain
110 bu.
Wheat. Grain
50 bu.
Soybeans, Wanted, Double Crop
35 bu.
10638
213
1.50
1.09
N/A
Wabee
CoffL Grain
110 6u
Wheat; Grain
50 bu.
Soybeans,
Manured, Double Crop
35 bu.
10638
3A
2.30
1.30
N/A Roanoke
Corn,
Grain
120 bu
Wheat, Grain
55 ba.
Soybeans,
Manured, Double Crop
37 bu,
10638
38
2.20
1.52
NIA Roanoke
Cam,
Grain
170
Wheat,
Grain
55 bu.
Soybeans,
Manured, Double Crop
37 bu.
2446
9A
2.53
lA6
N/A Wahee
Cam,
Grain
110
Wheat,
Grain
50
Soybeans,
Manured, Double Crop
351
147443 Database version 3.1 Date Printed 7/13/2006
NOTE: Symbol * means user entered data
PCS Pace 1 of-2
CIL -a13
14-z2-,;
y-22-/?
Lt -zz•13

Planned Crops Sununary
Tract
field
Total
Acres
Uscable
Acres
Lcachatg
Index 6,1)
Soil Series
Crop Sequence
RYE
2446
413
1,51
1.34
NIA
Wahee
Corn, Grain
110 bu,
Wheat, Grain
50 bu.
Sqybmns, Manured. Double Crop
35 bu.
2446
9C
2.69
1.54
NIA
Wahee
Corn. Grain
l to bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Cmp
35 bu.
2452
BA
2.60
1.91
N/A
Do ua-CP
Corn, Grain
125 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
39 bu.
2452
88
230
1.81
NIA
Do ue•CP
Corn, Grain
125 bu.
Wheat, Grain
60 bu,
Soybeans, Manured. Double Crop
38 bu.
PLAN TOTALS, $4.90 41.92
Ll
Parential Leaching
Technical Guidance
z
Low potential to contribute to soluble
None
nutrient leaching below the root zone,
» 2 &
oderate potential to contribute to
Nutrient Management (590) should be planned.
t-10
soluble nutrient leaching below the
of znne,
High potential to contribute to soluble'Nutrient
Management (590) should be planned. Other conservation practices that
nutrient leaching below the root acne,
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
should be considered. Examples arc Cover Crops (340) to scavenge nutrients,
Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of -field practices such
as Filter Strips (393) and Riparian Forest Buffers (391).
t 47443 Database Version I I Dntc Printed 7A 512006
PCs Page 2 of 2
NOTE, Symbol' means user entered data

Narrative
NOTES: SEE ATTACHED AERIAL. PHOTO TO CORRELATE ASCS TRACT AND FIELD
NUMBERS TO IRRIGATION AND NMP FIELD DESIGNATIONS. PLAN PREPARED USING
EACH TRAVELER PULL AS INDIVIDUAL FIELD, ACCORDING TO WETTABLE ACRES FOR
EXISTING AND EFFECTIVE WETTED ACRES FOR NEW FIELDS ADDED TO PLAN.
OWNER HAS THE OPTION OF NOT PLANTING WINTER OVERSEED ON BERMUDA HAY
ACCORDING TO PAN BALANCE IN THIS PLAN. 11.23 ACRES IN BERMUDA HAY @ 50 Lb/Ac.
LEAVES APPROX 1,031 Lb PAN DEFICIT. HOWEVER, WINTER OVERSEED ON AT LEAST A
PORTION OF HAY ALLOWS GREATER FLEXIBILITY IN ACREAGE AVAILABLE FOR WINTER
APPLICATIONS IF EXCESSIVE RAINFALL OCCURS.
147443 Database Version 3.1 Date Printed: 07-15-2006 Narrative Page I of I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 2,669,760 gals/year by a 2,880
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
store. a ca acities of approximately 180 de. s.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
6149
Incorporated
10560
injected
11630
Irrigated
6684
Max. Avail.
PAN (lbs) *
Actual PAN
Applied Obs)
PAN Surplus/
Deficit (Ibs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
6,684
$04.W
4Al_,SOA
3,306,011
-636,251
Year 2_f
6,684
li Wr
-1,64.8r
3,336,055
-666,295
61 �-'._2-t1
k ZZ t 3
Note: In source )b, 5­means standard source, U means user defined source,
' Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this sourc
147443 Database Version 3.1 Date Printed: 07-15-2006 Source Page 1 of I

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that maybe applied to each field selected to receive
wastewater. It also lists the maximum application amount that each field may receive in anyone application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inchesIour)
Application Amount
(inches)
10636
4A
Goldsboro
0.50
1.0
10636
4B
Goldsboro
0.50
1.0
10636
5A
Dogue-CP
0.40
1.0
10636
5B
Dogue-CP
0.40
1.0
10636
5C
Dogue-CP
0.40
1.0
10636
6A
Cape Fear
0.40
1.0
10636
6B
Cape Fear
0.40
1.0
10636
7A
Cape Fear
0.40
1.0
10636
7B
Cape Fear
0.40
1.0
10638
l0A
Goldsboro
0.50
1.0
10638
lA
Wahee
0.35
1.0
10638
2A
Wahee
0.35
10
10638
2B
Wahee
0.35
1.0
10638
3A
Roanoke
0.35
1.0
10638
3B
Roanoke
0.35
1.0
2446
9A
Wahee
0.35
1.0
2446
9B
Wahee
0.35
1.0
2446
9C
Wahee
0.35
I.0 -
2452
8A
Dogue-CP
0.40
1.0
2452 I
8B
Dogue-CP
0.40
1.0
14744; Dnlahme Versinn 3.1 Date. Printed 7/1V1006 1AF Psoe I of I

Tite following Lagoon Sludge Nitrogen Utilimion table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are basal on average nitrogen
concentrations for each source, the number of animals In the facility and the plant available nitrogen application rates
shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients Including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, we should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and takes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a
concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lblae
Maximum Sludge
Application Rate
1000 gallae
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 hu 1
150F
13.16
36.10
72.21
108.31
Hay 6 ton R.Y.E. 1
300
26,32
18.05
36.101
54.16
Soybou 40 bu 1
160
14.04
33.85
67.70
101,55
147443 Database Version 3J Date Printed: 07-15-2006 Sludge Page 1 of

The Available Waste Storage Capacity table provides an estimate ofthe number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number ofdays ofnet storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage capacity,
this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available
storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume
of the structure. Either of these situations indicates that the planned application interval in the waste
utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Canacitv
Source Name Swine Feeder -Finish Lagoon Li uid
Design Storage Capacity (Days)
Start Date 9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
107
1
2
126
1
3
139
l
4
178
1
5
179
1
6
180
1
7
149
1
8
ISO
1
9
I80
1
10
152
1
11
152
1
12
121
2
1
90
2
2
137
2
3
150
2
4
165
2
5
161
2
6
180
2
7
176
2
8
180
2
9
180
2
10 1
152
2
11
128
J2 12
97
Available Storage Capacity is calculated as of the end of each month.
147443 Database Version 3.1 Date Printed: 07-15-2006 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
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 that 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, helshe 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 Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving 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, MRCS Field Office
Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by dishing 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).
147443 Database Version 3.1 Date Printed; 7/15/2006 specification Pate l

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.
S. Animal waste shall not be applied to saturated soiis9 during rainfall events,
or when the soil 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.
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 followings 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 that 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 a 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.
147443 Database Version 3.1 Date Printed: 7115;2006 Specification Pave 2

16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall
be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible. Berms
and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
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 mairimum
storage volume for waste storage ponds.
147443 Database Version 3.1 Date Printed: 7/15/2006 ' Specification Page 3

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 soils 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 five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
I
147443 Database Version 3.1 Date Printed: 7/15/2006 Specification Page 4

searchr,Pagel of 2
43
.Incident Incident Freeboard Levels Events Related Incidents
Details.]. Details2
* Incident Type: Nan -Compliance Reporting Incident Number : 201
* Category: APS -Animal
* Started Date/Time : 03/03/2010 -- 11:39 am
* County • ................�............- rla....... ...-T.......,, .., . j 260
Cumberland. Farm #•
Decimal DD:MM:SS
Latitude:_ - Position Accuracy: ---Select Value ---
..._-___--
Longitude: ` Position Method: ---Select Value---
-�
Position Datum: ---Select Value---
Reporting Person: 0 Anonymous
First Name: Kevin i Address
Middle Name
Last Name: West City :
State/Zip : L—
Phone: [phone] J � I Cell/Pager
Location of the Incident:
OK Far._-__.--
* ms
Address:
City/State/Zip: Fayetteville
Cause/Observation of the incident : Directions
Action Taken: Comments/Findings :
Surface Water Impacted: OYes ONo @)Unknown
Waterbod t --Soled �Valy (- - ue �-
Waterbody (Other): ---
Report Received By : IRevels, Ricky_ _ -- --"
Phone : [phone] j 720
Water Supply Wells within 1500ft : O
Groundwater Impacted: O
-7:
Conveyance: -�
RO Contact: Rey
Phone : (N
034
http://bims.enr.state.nc.us:7001/maintainlncident2.do 3/3/2010

search Page 2 of 2
Date/Time : 03/03/2010 ; 11:39 am DatelTime : 11:.
Referred Via : t Phone — ', Referred Via : �j Ph(
YT_
Specific Causes :
❑ Severe Natural Condition ❑ Vandalism ❑ Pump Station Equipment Failure ❑
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Agencies
Page I of I
Incident Incident Freeboard Levels Events Related Incidents Action Histoiy
Detailsl Detai I s2
Incident Type: Non -Compliance Reporting Incident NuMber : 201001018
Date/Time: 03/03/2010 11:39 am Farm #:260004
County: Cumberland City : Fayetteville
Freeboard Levels
Waste StrUCturc
Delete ,
Waste Structure
M-eeboard
Plan Due Plan Datefl'inic
Received Freeboard
Type
,
Identifier
(inches)
Date/1'ime Date/Time I 'evel OK
L7 I'Lagoon
126-0004
118.5
........ . . ................. ......... . .................
03/05/2010 1:1
. . ........ . .... . - ------
11:40 am
Add I
Delete —
Finish Cancel
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