820315_CORRESPONDENCE_20171231

NOHTH CAHOLINA
Department of Environmental Qua
II

�� DENR—FRCS
AUG 14 zoo
irSEERR
North Carolina Department of Environment and Natural ResourcelDWO
Pat McCrory
Governor
Bobcat Farms LLC
Bobcat Farm
PO Box 646
Clinton, NC 28329
Dear Bobcat Farms LLC:
John E. Skvaria, III
Secretary
August 12, 2014
Subject: Application for renewal of General Permit/Waste Utilization Plan
Bobcat Farm
Certificate of Coverage No. AWS820315
Animal Waste Management System
Sampson County
The Division of Water Resources (Division) received your application for the renewal of coverage for
expiring State general permit. However, you did not include a copy of your most recent waste utilization plan
with the application form as requested by the Division by a letter dated March 3, 2014. The Division
considers your application as incomplete as long as all the required documents are not included in your
application. Please submit one copy of your most recent waste utilization plan within fifteen (15) days to the
following address:
Miressa D. Garoma
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Branch
Water Quality Regional Operations Section
Division of Water Resources, NCDENR
cc: .Fayetteville Regional Office, Water Quality Regional Operations Section
Central Files
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: 91M07-64641 Internet: www.ncdenr.gov
An Equal Opportunity 4 Affirmative Action Employer - Made in part by recycled paper

COHARIE
FARMS SLUDGE SURVEY EXEMPTIONS APPROVAL
March .11, 2009
NO.
FARM NO.
OWNER NAME
FARM NAME
COUNTY
REGIONAL
OFFICE
ID
EXTENSION
APPROVED UNTIL
(YEAR)
YEAR
1
AWS310066
Charles Edwards
Cedar Lane Farm
Du lin
Wilmin ton
Big & Small Lagoons
12/31/2011
2
AWS3103_95
Christopher Heath
C & S Farm .
Du lin
Wilmington
L##1 & L#2
12/31/2012
3
AWS310792
Michael Hunter
Hunter Farm
Duplin
Wilmington
1
12/31/2011
4
AWS400011
Brown Marsh Farms LLC
Dirt Road Farm
Greene
Greene
Washington
Washington
B 1 & C1
12/31/2010
5
AWS400011
Brown Marsh Farms LLC
Dirt Road Farm
_ C2
L#2 only_____d
12/31/2012
6
AWS400037
Marlowe Farm LLC
Little Creek Hog Farm
Greene
Washin ton
12/31/2010
7
AWS510041 Whitley Stephenson
Spring Meadow Farm
Johnston Raleigh
L#3 only
12/31/2010
8
AWS510055 'Tracy Denning
T & S Denning farm
Johnston Raleigh
1
12/31/2012
9
AWI670053
Coharie Hog Farms
Coharie Farms C-I 1
Onslow
lWilmington
1
12/31/2012
10
AWS820037
James Herring
James Herrin Farm
Sa son
Fayeneville L#1
12/31/2012
11
AWS820072
ADJ Farms Inc
ADJ Ho Fg amt3.5
Linoard Howard & Son
Sa , on
Fayetteville
L#2 only
12/31/2010
12
AWS820074
Linoard Howard
Sampso�Fayetteville
1,01
12/31/2011
13
AWS820161
Arthur Naylor
Arthur Lee Na
a eville
Finishing & Nursery
12/3112012o
14
AWS820175
Jay Sullivan
Jay Sullivan Farm
Sampson _
f ayetteville
L# 1
12/31/2012
15
AWS820315
Bobcat Farms LLC
Bobcat Farm
Sampson
Da etteville
L#2 only
12/31/2012
16
AWS820406
Coharie Hog Farm
Coharie Farms C-4
Sampson
Fayetteville
1
12/31/2011
17
AWS820494
Coharie Hog Farm
Coharie Fames New Nursery
ISampson
Sampson
Fayetteville
I
12/31/2012
18
AWS820516
Thomas Howard
Thomas Howard & Sons Farms
Fayetteville
L#1 only
12/31/2012
19
AWS820529
Ronald Davis
Davis Nursery
Sam son iFayctteville
L#1 & L#2
12/31/2010
20
AWS820586
F.J. Faison
Sonny Gold/ Sonny Swine
Sampson
Fayetteville
only
12/31/2012
21
AWS820624
Carlton Barefoot
Sinclair Sow Farm_
Sampson
Fayetteville
—Sonny#1
1
12131 /2012
22
AWS820677
Joel Parker Farms Inc
Running Branch #1 ,Sampson
Fayetteville
1
12/31/2011
23
AWS820725
Coharie Hog Farms
Coharie Farms C-7
Carroll Grady farm A, B, & C
Sam son.
Wayne
Fayetteville
Washington
1
Iagoon C only
12/31/2012
12/31/2012
24
AWS960138
_
Carroll Grady
25
AWS960161
Charles McClenny
4MHogFarminc
Wayne'
Washington
1
12131/2010
3/11/2009 mdg

/i1
PRODUCER: Bobcat Farms
LOCATION:
TELEPHONE:
TYPE OPERATION
NUMBER OF ANIMALS:
(Design Capacity)
1126 Herring Rd.
Rose Hill, NC 28458
[phone]
farrow -wean
4800
RE�� pppTFr•T
AQUtF 1014 0'FC110t4
JUL 211009
RECEIVED
JUL 21t=
0ENR—FAWTPi:VILLE REGIOW110FHCF
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

Amount of Waste Produced Per Year (gallons, ft, tons, etc
4,800 animals X 6_1 (tons) wastelanimallyear =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
4,800 animals X 5_4 lbs. PAN/animallyear =
Guide Std. 633)
29,280 (tons) waste/year.
25,920 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. TVDe Per Acre Utilized ADplication
T7624
1
WaB
Bermuda(G&H)
255
50.42
12857.1
March - Sept.
T7624
2
WaB
Bermuda(G&H)
255
7.63
1945.65
March - Sept.
T7624
3
AuB
Bermuda(G&H)
255
12.14
3095.7
March - Sept.
T7624
4
AuB
Bermuda(G&H)
255
11.71
2986,05
March - Sept.
T7624
5
WaB
Bermuda(G&H)
255
2.12
540.6
March - Sept.
T7624
1-5
NA
Small Grain
50
84.02
4201
Sept. - April
T7624
6
AuB
Millet(G)
120
17.12
2054.4
May - Aug.
T7624
6
AuB
Small Grain
100
17.12
1712
Se t. -April
OPTIONAL
T7624
1AuB
Corn
941
17.12
17eb15-June
Total 1 101,141 29,392.50 J
'This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

rx-rwv—+wwx �sasr. �.... �.�,
R -WASTE .UTILIZATION;PLAN=
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre" Utilized Application
Total -
" See footnote for Table 1
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 101.14 29,393
Table 2
Total 101.14 29,393
Amount of N Produced 25,920
Surplus or Deficit (3,473
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

' ii• -r:3. zi P �r.a..w�n �,.eiuc�:Y..- _-
Z� STE UT_ILIZA`TION PLAN= � r . - '
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.)
1,2,5
WaB
Bermuda
0.6
.5-1
3,4
AuB
Bermuda,Fescue
0.6
.5-1
6
AuB
Annuals
0.6
.5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are 'wetted' acres based on irrigation designs done by Mr. Billy Hall for fields
1-4 and_Kraig Westerbeek for fields 5 and 6. All Bermuda land may be grazed, however, at
least 112 of the forage must be cut for hay each year. Field 6 will be grazed normally, however,
producer may substitute corn for millet as desired.
Page 4

REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 90 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally titled 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.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

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

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

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Bobcat 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 Division of Environment Management (OEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: HenryMoore
(Please print)
Signature: Date:
Name of Manager (if different from owner):
Signature:
Date:
Name of Technical Specialist: (Please print) Kraig Westerbeek
Affiliation: Private
Address (Agency): 1635 W. Wards Bridge Rd.
Signature
rdyfc 0

Sheets
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Bobcat Farms
Address: PO Box 1101
Clinton, NC 28329
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
County: Sampson
Date: 11 /11 /2005
Maximum
Maximum Application
Application per Irrigation
Rate Cycle
®
1

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: -� ' ,,--L J 1 C r 5 ._
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Pull No. (ft/min) (in/hr.) Width ft. Length(ft) {feet) (inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull
-----TOTAL
-
ACREAGE

Sheet4
TABLE 4 - Irrigation System Specifications
Travelin9
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m
205
Operating Pressure at Pump (psi)
105.7
Design Precipitation Rate inlhr
0.34
Hose Length feet
1000
XXXXXXXX
T Type of S eed Compensation
Mechanical
xxxxxxXX
Pump Ty2e PTO, Engine, Electric)
Engine
Pump Power Requirement h
25.3
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
5.64
Dead End
4
Tee
2.80
Gate Valve
4
45 degree bend
3.04
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd., Warsaw, NC 28458
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.

Sheet6
Narrative of Irrigation System Operation
This system design is intended to do the following:
1. Connect the irrigation systems of Bad Branch Finishers to Bobcat Farms. This connection is to be
used for emergency purposes only and should not be considered as a 'connection' of the sprayfields
used for each farm.
2. Add two risers as shown to the Bobcat Farms plan.
6" Class 200 piping should be used for both the mainline connection, and the mainline for the added
risers.
IThe following buffers were used for this plan: 50' property line, 100' well, 50' perenial stream.
Refer to the owner's manuals of the equipment used for start-up, maintenence, and winterization
instructions. Walk the system periodically while operating to check for leaks, etc...

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson
150 ; Hobbs 3" traveller
Nozzle Size:
1.18 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
205 gpm
Wetted Diameter:
300 feet
Lane SDacinas
Desired Spacing (%):
70 %
Design Spacing(feet):
210 'PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
220 feet
Actual Spacing {%):
73 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.34 in/hr
300 degree arc =
0.41 in/hr
220 degree arc =
0.56 in/hr
180 degree arc =
0.69 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate 1 Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
1.99 ft/min
220 degree arc =
2.39 ft/min
180 degree arc =
3.99 ft/min
Mainline Velocity
Velocity = .408 x Flowrate 1 pipe diameter squared feet/sec."
"For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.32 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 20
Total distance: 500 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.30 feet1100 feet
Max. Mainline Loss = 1.5 feet or 0.7 psi
Total Dvnamic Head
Sprinkler Pressure:
50 psi
Loss through traveller:
45 psi
Elevation head:
2.4 psi
Mainline loss:
0.7 psi
Suction head and lift:
2.6 psi
5% fitting loss:
5.0 psi
TOTAL(TDH) =
105.7 psi or 244.1 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 50 %
Horsepower Required: 25.3 Hp
Thrust Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
Thrust:
4800 feet
Soil Bearing Strength:
1200 feet
End Cap:
4.0 ft2
90 degree elbow:
5.6 ft2
Tee:
2.8 ft2
45 degree elbow:
3.0 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 105.7 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet7
NPSHA. 21.5
NPSHR: 5 `from pump curve
If NPSHA>NPSHR OK
Page 3

Sheet8
Acreage Calculations
Bobcat Farms
Total
Pull No.
Width
Length
Start End
Stop End
Acres
161
205
451
0.35
0.205
2.68
181
2201
679
0.49
0
3.92
i 9
2271
1000
0.49
0
5.70
20
2201
623
0.49
01
3.64
211
1651
550
0.211
0
2.29
221
1721
268
0.311
0.2051
1.57
Page 1

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01
VA4
WDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Bobcat Farms LLC
Bobcat Farm
PO Box 1101
Clinton, NC 28329
Dear Bobcat Farms LLC:
Division of Water Quality
Coleen H. Sullins
Director
Subject
July 6, 2009
Dee Freeman
Secretary
RECEIVED
JUL ur=
Additional Information Request
Application No. AWS820315
Bobcat Farm
Sampson County
The Animal Feeding Operation Unit of Division of Water Quality's Aquifer Protection Section has
completed a preliminary review of your renewal permit application package. Additional information is
required before we may continue our review. Please address the following items within 30 (thirty) days
of receipt of this letter:
1. Missine Waste Utilization Plan:
You were requested to submit two copies of your facility's waste utilization plan (WUP or, nutrient
management plan, NMP). Our records show both copies of the waste plan are missing in your permit
application. Please submit missing copies of your current WUP or NMP to my attention at the
address given on at the bottom of the first page of this letter.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the
responsibility of the applicant. In addition, any omissions made in responding to the above items shall
result in future requests for additional information.
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed, sealed and dated, with two (2) copies submitted to my
attention at the address below. Please note that failure to provide this additional information on or before
the above requested date may result in your application being returned as incomplete.
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.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.newaterguality.or- Location: 2728 Capital Boulevard
An Equal Opportunity/Affinmfive Action Employer- 50% Recycled/10% Post Consumer Paper
) Carolina
�J�aturdiy
Raleigh NC 27699-1636 'telephone. [phone]
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Fax 2: [phone]
Customer Service: [phone]

If you have any questions regarding this letter, please feel free to contact me at [phone].
cerely,
� f
y Christine D. Blanton
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Sampson County Soil and Water Conservation District
Coastal Plains Pork
APS Files- AWS820315

Michael F, Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007
Bobcat Farms LLC J U N 17 2007
Bobcat Farm ,
PO Box 766
Clinton, NC 28328 t- - --- - — - -
Subject: Certificate of Coverage No. AWS820315
Bobcat Farm
Animal Waste Management System
Sampson County
Dear Bobcat Farms LLC:
In accordance with your application received on 4-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Bobcat Farms LLC, 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 Bobcat Farm, located in Sampson County, with an animal capacity of no greater
than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 0 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 4800 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 M.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 p�
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwg1er�C uality.org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer- 50% Recycied/10% Post Consumer Paper
Nam` Carolina
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Raleigh, NC 27699-1636 Telephone: [phone]
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Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per MRCS 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,
L
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all ce's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS820315

IN R �QG Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
❑ "C .
Alan W. Klimek, P.E. Director
Division of Water Quality
January 26, 2007
MR. HENRY MOORE R L
BOBCAT FARM !AN 3 0 2007
PO BOX 766
CLINTON, NORTH CAROLINA 28328
Subject: Application No. AWS820315 AF.hYETTVILtEREGiOh'Al ©FACE
Additional Information Request
Bobcat Farm
Swine Waste Collection, Treatment, Storage and
Application System
Sampson County
Dear Mr. Moore:
The Animal Feeding Operations Unit has conducted a preliminary review of the subject permit
application package. Additional information is required before we may continue our review. Please
address the following item no later than February 26, 2007.
We have received your application for the State General Permit for animal Waste Management Systems.
The copies of the Waste Utilization Plan (WUP) received with the application were not signed nor dated.
Please provide two copies of the signed and dated plan. I am enclosing a copy of the signature page, only
the signature page needs to be submitted if you wish, but be sure you update the signature page in your
copy as well.
Also, please clarify the ownership of the facility. Our records show Henry Moore Jr. as the landowner.
The application appears to be signed by Henry E Moore 1, as President. The information for Bobcat
Farms, LLC shows a Henry E Moore III as manager. We need the name of the landowner, the person or
persons or corporation listed on the deed to the land on which the hog houses are located for our records.
Note that the application and WUP need to be signed by the landowner even if there are other owners
involved with the farm operation.
Two copies of all revised and/or additional documentation should be signed, sealed, dated, and submitted
to my attention at the address below.
If you have any questions regarding this request, please do not hesitate to contact me at
[e-mail] or (919) 71 5-6186. Thank you for your cooperation.
Sincerely,
Duane Leith
APS-Animal Unit
enc.
Cc: Fayetteville Regional Office, Aquifer Protection Section (w/o enc.)
APS Central File
NorlhCarolina
Xatura!!ry
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.ncwater ualit .or Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
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<�a 3IS- Reece FPO
oa-oq-a Qo)
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Bobcat 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. 1 (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
gQ�iR��Fi�Fo
It's `v
Name of Facility Owner: Henry Moore 81s7n] CnON
(Please print)
Signature: 1l--� VV►ti ;J Y k(U L, ` Date:
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (Please print) Kraig Westerbeek
Affiliation: Private
Address (Agency): 1635 W. Wards Bridge Rd.
Signature
raytl 0

Ownership of Bobcat Farms LLC
Bobcat Farms LLC owns the land and barns.
The owners of Bobcat Farms LLC are:
Henry E. Moore III, President
Tracy . Moore
Gracie B. Moor �
Henry E. Moore Jr., Secretary
°�YE . i�ma-"'-�

u
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 8, 2007
MEMORANDUM
To: Fayetteville Regional Office, DWQ-APS
From: Duane Leith C> L—
Subject: Animal Waste Management System COC Renewal Application
Waste Utilization Plan for facility 82-315
RE
Ql
FEB a 9 2007
QENR - FA*TfEyLLt: RGlONAL OMCE
Note: This WUP signature page replaces the signature page for the WUP received in the Central Office
Dec 29, 2006 for facility 82-315, the Bobcat Farm. BIMS has been revised to show the correct
ownership as provided by Henry Moore on 2-8-07.
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone:
Internet: www.ncwaterquaiity� Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1:
Fax 2:
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper Customer Service:
NorthCaroli a
Naturally
[phone]
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December 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Henry Moore
Bobcat Farm
PO Box 766
Clinton, NC 28328
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Alan W_ Klimek, P.E. Director
Division of Water Quality
RECEIVED
DEC 06 =
d9+1R - FAYErRUMOONAl OMM
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 ht!p://h2o.enr.state.nc.us/gps/afou/downloads.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 by an Expiring
NPDES General Permit.' The application form must be completed 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,
C
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 820315
Coastal Plains
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www.ncwaterguality.ore Location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal OpportunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper
Telephone:
Fax 1:
Fax 2:
Customer Service:
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PRODUCER:
LOCATION:
TELEPHONE:
TYPE OPERATION:
NUMBER OF ANIMALS:
(Design Capacity)
Bobcatt Farms
1126 Herring Rd.
Rose Hill, NC 28458
[phone]
farrow -wean
4800
RECEIVED 1 DENR 1 DWQ
AQU1Fj:wPR07rr,TinN SECTION
DEC 2 J 2006
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied .to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

Amount of Waste Produced Per Year (gallons, ft, tons, etc.)
4,800 animals X 6.11 (tons) wastelanimal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
4,800 animals X 5.4 lbs. PAN/animal/year =
Guide Std. 633)
29,280 (tons) waste/year.
25,920 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvne Per Acre Utilized Aonlication
T7624
1
WaB
Bermuda G&H
255
50.42
12857.1
March - Sept.
T7624
2
WaB
Bermuda G&H
255
7.63
1945.65
March - Sept.
T7624
3
AuB
Bermuda G&H
255
12.14
3095.7
March - Sept.
T7624
4
AuB
Bermuda G&H
255
11.71
2986.05
March - Sept.
T7624
5
WaB
Bermuda G&H
255
2.12
540.6
March - Sept.
T7624
1-5
NA
Small Grain
50
84.02
4201
Sept. - April
T7624
6
AuB
Millet G
120
17.12
2054.4
Ma - Au .
T7624
6
AuB
Small Grain
100
17.12
1712
Sept. - April
OPTIONAL
T7624
6 1AuB
Corn
94
17.12
Feb 15-June
Total 1 101.141 29, 392. 50
`This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

n ^ .WASTE UTILIrZAmTION.
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land (see
Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
A. Application
See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 101.14 29,393
Table 2
Total 101.14 29,393
Amount of N Produced 25,920
Surplus or Deficit 3,473
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate IniHr Amount In.
1,2,5
WaB
Bermuda
0.6
.5-1
3.4
AuB
Bermuda,Fescue
0.6
.5-1
6
AuB
Annuals
0.6
.5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation `see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are 'wetted' acres based on irriaation designs done by Mr. Billv Hall for fields
1-4 and Kraig Westerbeek for fields 5 and 6. All bermuda land may be grazed, however, at
least 112 of the forage must be cut for hay each year. Field 6 will be grazed normally, however,
producer may substitute corn for millet as desired.
Page 4

REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
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, historicaldata, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

J4N
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
Page 6

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

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Bobcat 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 Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the fame
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Henry Moore
(Please print)
Signature: Date:
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (Please print) Kraig Westerbeek
Affiliation: Private
Address (Agency): 1635 W. Wards Bridge Rd.
Signature

Sheets
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Bobcat Farms
Address: PO Box 1101
Clinton, NC 28329
Telephone: [phone]
Table 1 - Field Specifications
County: Sampson
Date: 11 /11 /2005
Approximate
Maximum
Maximum
Maximum Application
Useable Size
Application per Irrigation
Field of Field
Rate Cycle
�
�a

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: "Lli cr
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Pull No. (fVmin) (inthr.) Width(ft.) Lenath(ft) (feet) (Inches) at Gun(asi) at reel(Dsi) Pattern Comments - Acres Der null
��--��TOTAL
ACREAGE-

Sheet4 ,
TABLE 4 - Irrigation System Specifications,
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m
205
Operating Pressure at Pump (psi)
105.7
Design Precipitation Rate inmr
0.34
Hose Length feet
1000
XXXXXXXX
Type of Speed Compensation
Mechanical
xxxxxx (X
Pump Type PTO, Engine, Electric
Engine
Pume Power Requirement h
25.3
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
5.64
Dead End
4
Tee
2.80
Gate Valve
4
45 degree bend
3.04
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd., Warsaw, NC 28458
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.
S. The information required by this form are the minimum requirements. It Is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be Installed in lagoon or storage pond embankments without the approval of the designer,
NOTE: A buffer strip of 50' or wider must be maintained between the limits of the Inigatlon system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This system design is intended to do the following:
1. Connect the irrigation systems of Bad Branch Finishers to Bobcat Farms. This connection is to be
used for emergency purposes only and should not be considered as a 'connection' of the sprayfields
used for each farm.
2. Add two risers as shown to the Bobcat Farms plan.
6" Class 200 piping should be used for both the mainline connection, and the mainline for the added
risers.
IThe following buffers were used for this plan: 50' property line, 100' well, 50' perenial stream.
Refer to the owner's manuals of the equipment used for start-up, maintenence, and winterization
instructions. Walk the system periodically while operating to check for leaks, etc...

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150 ; Hobbs 3" traveller
Nozzle Size:
1.18 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
205 gpm
Wetted Diameter:
300 feet
Lane Spacings
'Desired Spacing (%):
70 %
Design Spacing(feet):
210 `PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
220 feet
Actual Spacing (%):
73 %
Application Rate
Application Rate =(96.3xFlowratey(3.1415x(.9xradius)squared)
Design App. Rate =
0.34 in/hr ;
300 degree arc =
0.41 in/hr
220 degree arc =
0.56 in/hr
180 degree arc =
0.69 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
1.99 ftlmin
220 degree arc =
2.39 ftlmin
180 degree arc =
3.99 fUmin
Mainline Velocity
Velocity = .408 x Flowrate 1
pipe diameter squared feet/sec."`
"For buried pipelines, velocity should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.32 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 20
Total distance: 500 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.30 feet/100 feet
Max. Mainline Loss = 1.5 feet or 0.7 psi
Total Dynamic Head
Sprinkler Pressure: 50 psi
Loss through traveller: 45 psi
Elevation head: 2.4 psi
Mainline loss: 0.7 psi
Suction head and lift: 2.6 psi
5% fitting loss: 5.0 psi
TOTAL(TDH) = 105.7 psi or 244.1 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet)13960 / Pump efFeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 50 %
Horsepower Required: 25.3 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: 4800 feet
Soil Bearing Strength: 1200 feet
End Cap: 4.0 ft2
90 degree elbow: 5.6 ft2
Tee: 2.8 ft2
45 degree elbow: 3.0 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 105.7 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet8 .
Acreage Calculations
Bobcat Farms
Total
Pull No.
Width
Len th
Start End
Stop End
Acres
16
205
451
0.35
0.205
2.68
18
220
679
0.49
0
8.92
19
227
1000
0.49
0
5.70
20
220
623
0.49
0
3.64
21
165
550
0.21
0
2.29
22
172
268
0.31
0.205f
1.57
Page 1

j- I
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o`'Q� w A rF9QG y
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o -r
August 23, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
RECEIPT # 7002 2410 0003 0272 8606
Henry Moore
Bobcat Farms
PO Box 766
Clinton, NC 28328
RE: Sludge Survey Testing Dates
Facility # 82-315
Sampson County
Dear Henry Moore:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
REGE ED
AUG 2 4 2t -a
OENR-PAYE VILLEREGIONAL OFRCr;
The Division of Water Quality (DWQ) received your sludge survey information on July
27, 2005. With your survey results, you requested that the sludge survey for Lagoon #2 at
Bobcat Farms not be required until 2007. Due to the amount of treatment volume available,
DWQ agrees that a sludge survey is not needed until 2007. The results of the 2007 sludge
surveys are to be submitted with the Annual Certification Form that will be due on March 1,
2008. Please be advised that the extension applies to Lagoon #2 only.
Thank you for your attention to this matter. If you have any questions, please call me at
(9I9) 715-6185.
Sincerely,
%roe
Keith Larick
Animal Feeding Operations Unit
cc: File# 82-315
Fayetteville Regional Office
1� Caro �' a
Vatur ?
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal OpportunitylAffrmative Action Employer— 50% Recycled110% Post Consumer Paper

,i I
Curtis Barwick
From: Keith Larick [e-mail]]
Sent: Friday, August 05, 2005 9:08 AM
To: Curtis Barwick
Subject: Re: Sludge Survey Exemptions
Curtis,
1 have added the due date of the next sludge survey to the spreadsheet. Let me know if you have any questions.
Thanks,
Keith
Curtis Bar wick wrote:
Thank you Keith. I look forward to hearing from you.
CURTIS
-----Original Message -----
From: Keith Larick[mailto:[e-mail]]
Sent: Wednesday, July 2.7, 2005 5:35 PM
To: Curtis Barwick
Subject: Re: Sludge Survey Exemptions
Curtis,
I got the mailing, and should get to it soon.
Keith
Cui:!Cis Barwick wrote:
Keith,
Please see the attached list of farms that I am asking for exemptions from
the annual sludge survey. I am sending via USPS the information sheets for
each individual farm. I am emailing this list so that you can reply back
after you have finished, with the due date for the next survey (if granted
an extension). This should save you having to send a letter to me about it.
Hopefully this will make it easier for you.
I look forward to hearing from you.
Thanks, CURTIS.
111 n/onn<

SLUDGE SURVEY EXEMPTION LIST
CUR7fS BARWICK
910 590-6314
y
Count # Facifity # Farm Name
First Name
Last Name
i
County
Type Next Survey
Due
26
59 David Collier Farm
David
Collier
Cumberland
Finish
200'
51
28 J & M Hog Farm
J & M Hog Farm
Johnston
Finish
200'
4GOON 1 & 3 -51
41 Spring Meadow Farm Unit 1
Whitley
Stephenson j
Johnston
Sow
200:
51
46 Sandy Ridge Pork
Whitley
Stephenson
Johnston
Sow
200'
4GOON #24�11-3 82
42 John O Royal; #1-8
Johq
Royal
Sampson .
Finish
200'
82
53 F & W Farms ! B - T Farm
F & W Farms.
Sampson
Finish
200'
82
74 Linoard Howard & Son (New Farrr Linoard
Howard
Sampson
Finish
200
82
98 F&B Farms
Harold Frederick & Freddi
Butler
Sampson
Finish
200
82
132 Sam Hope Farms
Samuel J.
Hope
Sampson
Finish
200
82
188 F&W Farms
James
Faircloth
Sampson
Finish
200
82
190 Billy Lockamy Farm
Billy
Lockamy
Sampson
Finish
200
82
202 Simmons Hog Farm
Ray
Simmons
Sampson
Finish
200
82
215 T&T Farms
Frederick
Thornton
Sampson
Finish
200
82
606 Goshen Farms"...-
W. Nelson
Waters Jr
Sampson
Finish
200
-666,Johnny.'Hope.Farms ...
Jahn A�
;Hope
''Sampson :
Finish
200
82
.
667 Hall Farm
Co r- le Nog Farm �.
Sampson
Finish
200
82
725 C-7
Coharie Hog Farm
Sampson
Finish
200
82
61 Knotty Pine Farm
Mike
4
Herring
Sampson
Finish
200
AGOON #2 Or 82
315 Bobcat Farms
Henry
Moore
Sampson
Sow
200
82
711 Henry Moore Finisher/Bad Branch Henry
Moore
Sampson
Finish
20C
82
714 SHW Sow Farm LLC
SHW Sow Farm LLC
Sampson
Sow
20C
96
28 Bennie Barwick Finishing
Bennie
Barwick
Wayne
Finish
20C

State of North Carolina
CW?
Department of Environment, • A
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor p H N F 1
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
RECEIVED
October 20, 1997
C C T 2 2 1997
Attn.: Henry Moore R G EVI C E
Bobcat Farms
P.O. Box 1101
Clinton, NC 28329
Subject: Remission Request of
Civil Penalty Assessment
Bobcat Farms
Sampson County
Farm #: 82-315
AL 97-013
Dear Mr. Moore:
This letter is to acknowledge your request for remission of the civil penalty levied against
the subject facility. This request will be reviewed and you will be notified when a decision, is
made concerning the request.
If you have any questions, please call Mr. Shannon Langley at [phone], ext. 581.
Sim ely,
kennisR Ramsey, Assistant Chief
Non -Discharge Branch
----------------
Cc: Faeifeviile_RegohalOffce•w/attachments
Enforcement File # AL 97-013
Shannon Langley w/3 attachments
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Steve W. Tedder
Water Quality Section Chief
Division of Water Quahty
PO Box 29535
Raleigh, NC 2762&0535
Dear Mr. Tedder:
BOBCAT FARMS
RECEIVED
,WATER QU&1 SEC'110
N
O C tiT I U 19� f October 9, 1997
t4Rn.DjScbarae Permiwng
RECEIVED
E®
2 2 1997
F AYETi EviLLE
REG. OFFICE
This letter is in response to the Notice of Violation and notice of a civil penalty assessed against
Henry E. Moore, Jr. in the amount of $500.00.
Upon receipt of the Animal Waste General Permit Application, we were in the process of stocking
animals into the additional 2400 sow farm. The second, 2400 sow farm is an expansion of and same site
as the existing 2400 sow farm. Therefore, these two farms, being one farm, need an Animal Waste
General Permit for 4800 sows.
Based on this, I consulted Ed Buchan on the matter. His suggestion was to disregard the application
and apply for it when we received the application notification for the 4800 combined farm.
I spoke with Mr. Buchan after receiving your letter. He requested that I inform you of our
conversation and how the misunderstanding may have occurred. Let me clarify that Mr. Buchan did not
confirm his remembering of our conversation, but that with my situation, he did not deny that he gave
me advice that led to our penalty. He told me to include this in my letter so that if you had any
questions you could call him.
I have submitted a new application with all attachments requested by your office. This new
application does include the entire 4800 sow farm. Due to the above circumstances in which I did
attempt to comply with the regulations by seeking advise from DEHNR, I request that the $500.00
assessment be voided and that Henry E. Moore, Jr. and Bobcat Farms be cleared of all violations.
Sincerely,
Henry Elliott Mo e, III
Cc: Ed Buchan
RECEIVED
UC ' 1 1997 PO BOX 1101 • CLINTON, NC • 29329
WAl.r'.R QUALI I Y SECTION PHONE: [phone]
:",q-a:scharge Compliance Enf.

STATE OF NORTH CAROLINA ENVIRONMENTAL MANAGEMENT
COMMISSION
COUNTY OF S A)
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALTIES AGAINST ) ADMINISTRATIVE HEARING AND
PERMIT NO. Ted �- 3 1 ) STIPULATION OF FACTS
FILE NO. _0
Having been assessed civil penalties totalling Eno 00 _ for
violation(s) as set forth in the assessment document of the Director of the Division of Water Quality
dated, the undersigned, desiring to seek remission of the civil
penalties, does hereby waive the ri;ht to an administrative hearing in the above -stated matter and does
stipulate that the facts are as alleged in the assessment document.
This the
RECEIVED
0�l 2 2 J997
• z' j✓ � M
c. J�YLI]fN'
day of�OctAer , 19-71
_e
SIGNATURE
DRESS
D- box 11 D [
C 1,�,�� tic aa�9
TELEPHONE
q 10-s p a-
9 C o-5 3d-'/3 30

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Still Goaservation Service
Septaober 19W
FV a Code: 210
• WIZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowar HEay -mnWA _ . _ - CoMnty SAMPSON
Cavity or- -am*,NO:.'` Conservation Plan ft.
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. :Fs evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements : Above ; r loodwater Above
- : f_1221 Plain: flood Plain
r
•..� ..:�.,;,,} ice'? '�] .
3 a� �dJ= nt uort�
Describe potential for loss of life and daege to existing or probable future doustream
foproeaeents from a sudden breach •
THIS LAGOON IS IN A RURAL AREA AND APPROX. 1 MILE TO NEAREST DWELLING,
A SUDDEN FAILURE OF STRUCTURE WILL NOT ENDANGER LIFE OR DAMAGE PUBLIC TRANSPORTATION
APPROX. 3009 TO TRIBUTARY TO CLEAR RUN. APPROX. 20001 TO CLEAR RUN
Hazard Classification of Dam {a b, 0 (see hEM-Part 520.21)
• Dr Classification (1, II, III, IV.��
By. H£RMAN 0. RIGGS SOS TECH. Date 4/22/91-
name) (title
Concurred By 4 �C . Dated
Owe) (title)
MOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

Operator:HENRY MOORE,JERRY County: SAMPSON Date: 05/07/93
Distance to nearest residence (other than owner): 5000.0 feet
1. STEADY STATE LIVE WEIGHT
0
sows
(farrow to finish)
x
1417
lbs.
= 0
lbs
0
sows
(farrow to feeder)
x
522
lbs.
= 0
lbs
0
head
(finishing only)
x
135
lbs.
= 0
lbs
2400
sows
(farrow to wean)
x
433
lbs.
= 1039200
lbs
0
head
(wean to feeder)
x
30
lbs.
= 0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 1039200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1039200 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 1039200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top length 490.0
feet ;
Inside top width
370.0 feet
Top of dike at elevation
49.0
feet
Freeboard 1.0 feet ; Side
slopes
3.0 : 1 (Inside
lagoon)
Total design lagoon liquid
level at
elevation 48.0 feet
Bottom of lagoon elevation
38.0
feet
Seasonal high water table elevation
0.0 feet
Total design volume using prismoidal
formula
SS/ENDI SS/END2 SS/SIDE1
SS/SIDE2
LENGTH WIDTH
DEPTH
3.0 3.0 3.0
3.0
484.0 364.0
10.0
AREA OF TOP
LENGTH * WIDTH =
484.0 364.0
1,76176.0
(AREA of TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
424.0 304.0
128896.0
(AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
454.0 334.0
606544.0
(AREA OF MIDSECTION *
4)
CU. FT. _ KAREA TOP + (4*AREA MIDSECTION)
+ AREA BOTTOMU
* DEPTH/6
176176.0
606544.0
128896.0
1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1519360 CU. FT.

S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike:)
Length * Width =
490.0 370.0 181300.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 181300.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 1039200 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 253779 cubic feet
C.' 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
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 105758.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 105758.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
253779
cubic
feet
5B.
0
cubic
feet
5C.
105758
cubic
feet
5D.
105758
cubic
feet
TOTAL 465296 cubic feet
6. SUMMARY
Total required volume 1504496 cubic feet
Total design volume avail. 1519360 cubic feet
Min. req. treatment volume plus sludge accumulation 1039200 cubic feet
At elev. 45.3 feet ; Volume is 1061994 cubic feet (end pumping) -
Total design volume less 25yr-24hr storm is 1413602 cubic feet
At elev. 47.3 feet ; Volume is 1397279 cubic feet (start pumping)
Seasonal high water table elevation 0.0 feet
7. DESIGNED BY: APPROVED BY:
DATE: j _ A 3 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions. flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 47.3 as marked by permanent markers. Stop pump -out when
the fluid level reaches elevation 45.3 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
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.
8. 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.

.SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or f i I I is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch -in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
t h e p l an s. ��LO f.' L o,vd 0 Ev-TI P 4, vl ,� ,.r D /&r oAr 14 � G
,4 cc,/_ aFf %elA,cH /S
riajrsoiz LA6c0)• W/TH nri,v.w+�.m a­rr•,n auoOrR g • �Qr..a
Construction: zrM TC SaiL
Construction of excavated and earthfiII areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall nut be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a suitable material (ie-CL,SC,CH). Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erasion and sedimentation.
/Vo 3o,LS rE�u�,C/.✓ri' agC/fCF•cC O/3.5�/�vf�0 �.i/rLA�ovN �i,ccfi .f�i4�C/� S•�L/.vyL.:l/G.o%ie�
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Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS S 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA'GRASS S 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO DUNE 30
32 LBS. HULLED BERMUDA GRASS S 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN S 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS S 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

WASTE UTILIZATION FLAN
----------------------
Owners name --:HENRY MOORE County:SAMPSON
Mail Address-:CLINTON, NC
Type of production unit----:FARROW-WEAN
Type of waste facility ------ :Anaerobic Lagoon
Your animal waste management facility has been designed for a
given storage capacity.;' When the waste reaches the designed
level, it must be land applied at a specified rate to prevent
pollution of surface and/or ground water-. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the craps on 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 and annual soil tests
are 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 crap to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crap can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tans per acre per year. Du not
apply waste on saturated soils or on land when the surface is
frozen. Either:of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or -
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based an typical
nutrient content for this type of facility. Acreage
requirements may be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year:
----------------------------------
3400 animals x 6.1 tons waste/animal/yr= 20720 tons
total waste

Page 2"
Amount of Plant Available Nitrogen Produced Per Year:
-----------------------------------------------------
3400 animals x 5.40 lbs. N/animal/year = 18360 lbs./yr
Available N
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. Your facility is designed for 180 gays of
storage. Therefore, it will need to be pumped every 6
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code Per Ac. Used Apply
7624 3 Au 6 7 Tons 400 19.0 7600 MAR-AUG
7624 Z Au 6 7 Tons 400 13.0 5LOO MAR-AUG
76Z4 1 Au 6 7 Tons 400 14.0 5600 MAR-AUG
----- ----- ----- ----- ----- ----- ----- ----- ------
Total 46.0 13400
Available Nitrogen 18360
Surplus Or Deficit -40
Crap codes: l=Cereal grain; Z=Corn; 3=Fescue; 4=Range Gr. Bermuda
5=Control Grazed Bermuda; 6=Hayiand Bermuda
Narrative of Operation:
-----------------------
---------------------------------------------------------------
------------.---------------------------------------------------
---------------------------------------------------------------
---------------------------------------------------------------
---------------------------------------------------------------
Call the Soil and Water Conservation District Office after- you
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate prior to applying
waste.
Prepared by: _- _- _-- _ - ---_-_-__ems
Na -Title Date
Concurred in by: -----
Pr'oducer Date
(Copy to producer and copy to case file)

Animal waste lagoons are designed with permanent storage
(waste treatment volume) and temporary storage.
The designed 6 month temporary storage is an estimated
volume based on: 1) waste from animals; 2) excess rainfall
after. evaporftion; and 3) the largest ZZ4 hour (one day)
rainfall that occurs on the average of once every Z5 years.
The volume of waste generated from a given number of animals
will be fairly constant throughout the year and from year to
year. The excess rainfall will vary greatly during the year
and from year to year. This estimate is based on 7 inches
of excess rainf all which is equal to or exceeds the highest
6 months excess in a,. -year. The average annual excess
rainfall is approximately 8 inches. Therefore, an average
of t inches of excess rainfall will need to be pumped each
year. The 25 year rainfall will not be a factor to consider
In an aamm I pulp i ng cycle, but this storage vo l tmxs rust
a l ways be available. A max i m=m e l evat i on is doterm i rmI In
each design to begin pumping and this is usually the outlet
i e1Art of p i pe from bu i l d i"(s) . It the oeut 1 et p i pe Is a"
I nsta l I ed ewe " m elevation to beg i n pomp i q, a permameat
GOP/W Must be i MSta 1 I ed ea th i s e i evat i on to- i ad 1 salt I&M
/mpl eg sW m Il d bi/ i w. Altar Initial f i l l i ng of 1 ageew, a
■i n iu, i feet depth must be maintained for anerob i c
treatment of waste. An olovation must be established to
step purltp i ng to maintain the m i n i ear treatment depth.
pmV i ng can be started or stopped aWt i me between these two
elevations for operating convenience so Iowg as site
conditions permit (conditions are weather, soil, crop, and
equipment to apply waste to prevent runoff or leaching).
For this lagoon the maximum elevation to begin pining is
��.3 foot and the m i n i mum elevation to pump to i s �S Ofeft.
The design temporary storage, less Z5 year storm, is zL7
cubic feet or3 g�-?9sa l Ions. As stated before, this vo l tits
will vary considerably from year to year.
This lagoon is designed to flush buildings with recycled
lagoon liquid, and fresh water should not be used for
flushing after initial filling.

Orientation: -46.0
49. 0 0:
46. OW,
47. 00.. '
46. GO!"'
46. 00;-
44. 00~ `..'
Lower Left
30 Mesh Surface
Existing
Project: HENRY MOORE
Drawing: 2400 FAR -WEAN
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitswork
Inclination: 20.0
30 Mesh Surface

4. 30
46.00
46.20
46.00 46.00 46. 46.40
47.3046.60 47.00 47.80 47.
48.00 47.60 47.60 48.A .60 47.60 46.70 46.8 46.80
47.70 47.10 47.80 47.80 47.50 47.40 47.60 46.9
48.40 48.30 48.10 47.90 47.90 47.70 47.00 47.1
•6%8.60 48.60 48.10 47.60 47.80 47.30 46.90 46.9
49.00
1 48.50 48.30 4W46.6@.00 47.70 48.60 47.6
a9. 00 /I
1#9r5648.5
dadligntI i tETp 47.70 47.40 46.7
46.10
Plot of all data for the surface:
Existing
Project: HENRY MOORE
Drawing: 2400 FAR -WEAN
Number:
Location:
Bid Date:
Engineer;
Owner:
Estimator:
Prepared bu: using Sitework

7Yj�{CAL caysS 45ECTION VlP--w of A oRr-- s'fiN6;F-: Lk&OON
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caN FINCMF-NT
D 1JIL.0 I N G
>;1hrDWE-D pAC SlCLV,
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B 67TO VA D 5 v van
TOIAL br-ESiGN
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ELEV. .41, D
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Orientation: -45.0 Z Magnification: 19.0 Inclination: 20.0
64.001 ........ ..........
Lower Loft
3D Mesh Surface
Proposed
Project: HENRY MOORE
Drawing: 2400 FAR -WEAN
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimatort
ppoporad bu: using Sitework
3D Mush Surface

Fill shr-' `/swell percent: 20.00 cut shrink/swell ircent: 0.00
Iterating to balancing within 10.0 cubic yards...
delta Cut Fill
0.00 51024.77 49834.55
0.06 50627.74 50784.69
0.06 50674.0 50673.60
Raise "Proposed" by 0.06 feet.
New surface called "Balanced" has been created.
a aaaaaaaaaaaaaaaaa=aaaacaaaa
Project: HENRY MOORE
Drawing: 2400 REVISED
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
a=aaaaaaaaacaaaaccn__..=caa==
Prepared by: using Sitework
CUT - FILL
1190.22
-156.95
0.41

45.10 45.80 46.00 45.2e 46:48
47.00
46.60 47.00 47.68 47.80-0.7a@0 47.
46.80
47.se
48.00 47.60 47.60 48.20 47.60 47.60 46.70 46.
46.70
47.70 47.10 47.80 47.80 47.60 47.40 47.80 46.90 46.70
46.40 48.30 45.10 47.90 47.90 47.70 47.00 47.10 147.70
48.60 48.60 48.10 47.60 47.90 47.30 46.90 46.90 147.00
47.90
46.00 47.70 48.60 47.60 147.00
47.70 47.70 47.40 4B.
45.60
47.80
46.60 1.1 46.90 46. 30
.10
Plot of all data for the surfacat
Existing
Project: HENRY MOORE
[hawing: 2400 REVISED
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bg: using Sitework

45.46
l
Be
Plat of the sloping lines for the surface:
Balanced
Project! HENRY MOORE
Drawing: 2480 REVISED
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator!
Prepared byi using Sitewark
66796

L!AG ooN
L&v
-S T6.1) 6
46.46
47 :88
6086
.60
6e. ID
M9.8
O
Be 38
C
Cb
46
.00
............
1 664
-Z
............./
0.76
A3
ras
1
7@
Plot of all data for the surface:
Balanced
Project: HENRY MOORE
Drawing: 2400 REVISED
Number:
Location:
Bid Date:
Engineer:
Ownerl
Estimator:
Prepared by: using Sitawark

LPaoonq t ©,'Tovv\
LLr�V, pb
3.0;1 SLo�T
Yoh of�- 6 (K�
.-+.�......y.. -.0.b.
Plat of all data for the surface:
Balanced
Project: HENRY MOORE
Drawing: 2400 REVISED
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitawork
49. 06

Plot of the contour data for the surface:
Balanced
Project: HENRY MOORE
Drawing: 2400 REVISED
Number:
Locations
Bid Onto:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework

H
W
51.65
61.66
Plot of the contour data for the surface:
Balanced
Project: HENRY MOORE
Drawing: E400 REVISED
Number:
Location:
Bid Datet
Engineer:
Owner:
Estimator:
Prepared bU: using Sitework

A
68.8e
Be.80
Plot of the contour data for the surface:
Balanced
Project: HENRY MOORS
Drawing: 84e0 REVISED
Number:
Location:
Bid Date:
Engineer:
Owner:
Estlmatori
Preparad bg: using Sit@work

--seve
LAG oo &I
*OTVDM tlev,
-3%.o6
j--ee. ee
............
Be,:. 610, S
1 65
.............
............
Piot of the centaur data for the surface;
Balanced
Project: HENRY MOORE
Drawing: 2400 REVISED
Number:
Locationt
Bid Onto:
Engineer:
Owner:
Estimators
Prepared by: using Sitework

aye' i—�SY e� i —fl lopTi.r-la, Im!iw- i W-1w-
r�rrirfwwrEDrr 0 MF rr�w e� w+rr���n�e�eii
.�i� �� ir-0k• ire• irfa4�f �Nar-
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Row Crop Gun Can `+vita galvanized Sony is
standard equipment. An optional Low Profile
Gun Cart is also availaoie.
Low Profile Gun Cart (Galvanized Sody).
Performance information
! Mcdel
Fi,:w
;NITII
t SPAINKLE—a
: •WE'M
wET,
ACRES WI i
l
tG.P.41.;
PRESSURE
. ?F1E5SURE
WIDTH
LeIGTH
r 1 INC.4 :N
(P.5.1.1
(P.5.L)
(Ft.)
(Ft. - %W)
I s 3AYS
{
T40A
280
104
70
240
1370
I 72
M�tt1
3G0
107
70
; 250
; 1=5
I 77
SRZOOR
250
116
j to
260
1380
! 90
Sonrudor
300
( 11
i 70
270
1385
1 102
j 450
I 138
70
280
1390
115
1 480
145
1 70
290
1395
j 123
T37A
220
99
70
l 220
1160
56
wit11
250
104
70
230
1165
64
NELSON
300
113
70
245
1173
77
SRIMOR
Sprinkler 4
350
125
7l
250
1175
90
4CLO
137
70
2W
1178
102
1
420
14Z
70
1 260
1180
1 107
T30A
180
104
60
210
1085
46
with i
200
111
60 j
215
108a
51
N S'S O N
n1
SHCR
22G
129
70
ZZS
1093
56
Sprinkler
t
240 t
137
74
220 I
1095 I
61
260
147
70
EE
E 235
lass !
67
,ye z:77nerzec ,mc:r. z :aseo cn 'Zd w.:-e •neaaa Wameter
�r�r
Specifications
Model
T40A
T37A
T30A
Number of Axles
2
1
1
PE Tube 1.0. Jn.1
443
3.7
2.0
PE Tuae Length(ml,
125a
1050
1C00
Dry Weignt tlbs.l
91ca
7500
4300
weignt with water ,Ibs.)
16380
12280
=110
Speed Range ([ns..mins.)
1ab0
10-60
7- 0
Tire Size
11Lx15
12.5ix15
11Lz15
Shipping elm.: (rL �n.)
Length 18-0 15-3 13-S
'Wim 9-10 9-3 7-5
Height 12-a 11-10 10-0
' NOW; T40AuT37A wic wneels = 3-1 wiCe
Polyethelene 7uoe Cniy . _ .,,ce :iiesignec enc ..cnsz ....:_c
fcr're =nstam, _ iiiry arc ..rag; g's-cnsi:arec'cf uSa
Ag-Fain `Itfc:ter-^ ate:5 --a - s --y y -,Ie r
prc-ratec .varramoj-
P5 Tuee ,Reeair ;,,,._;a 'ac-=:`r- -r2"7,2r :s avalla_'? _.
recairing '2 . _ .-.C? _,.,...iC .:_^_�-e :ar. lac 3r 3ry
reason,.
PS Tune Lang -Ohs -' _nger _.ace sr::. -.es -are ava:iacie _. -,:I
Tcaa:s. ..,;.ma-:zn Zl!}iiac:a _.7
roc as;.
�i 1 iLir121-�c1rf��L"fin
. � : A ?-
Standard Features
Radial Inflow Turbine - The dear cf :he drive system.
T;is extremely efficient motor delivers ;uiet, smooth.
ccnbliucus acwer. All the water you pump gees through
the Sprinkler. None of the water is wasted as in bellows
or :iszon drives.
Automatic Shutdown for he turt;ine motor.
Heavy Duty Chassis and frame.
Speedometer.
Pressure Gauge.
Infinitely Adjustable Speed Ranges.
Speed Compensator.
Miswrap Safety Stop.
PTO Rewind and Drive Shaft.
Gun Cart with adjustable wheel width.
Hose Guide :c insure proper packing of hose.
Turntable.
Nelson Slow Reverse Gun 'Kith ring ne='es.
Luting Mechanism -or gun ;art.
Stabilizer I eas - 'Heavy cur/, zrar:k =wn wile.
4" Supply Hose :c 1-0 ft. 'crg •nrittl. .male-ing'.eck
�:ucier.
Faxed Spool 3rake requires -,o ::r;cf aC;usr-;arts.
Faciorcof C,uth - Turcine ;rtc ;=rrc, ;s
ar.g egad 3ir-nutanecusly.
600 S. Sc'lrader Ave., P.O. Sox 290. Havana, IL 52644
Phone 309iS43-4425 FAX 3091'94c-4945
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Y:ne.-ar.arl•-�..".;�a.a_a^=", •.a;._:�_.�,s:r:3s,: -�. -�.:a .esrs 'r..us,»,e:r.0 3PC �: S'SrZ. «.!G'�:C�33'iC :: :LS dfl Sl�lG :=]iti7 ...C^,^�.��
GK }a06wR.0 ?-r..W 4a.SA

North Carolina Agricultural Extension Service
Agri -Waste _tanagement
Biological andAgrrCaitural:=ngineering Vorrh Carolina State Universiry
Ln-ESTOCK WASTE S VNAPLDiG, 11iAL.YSIS AND C.ALCT-7L kTION
OF L.AIND APPLICATION RATES
James C. Barker*
L SABLE COLLECTION
A. Semi -Solid Lot Manure
i_ Scraped directly from lot into spreader
a) From loaded spreader. collect ;about ' Ibs of manure from different locations using
nonmetallic colle;.:ors.
ii. From Storage
A Collect about 3 lbs of manure from under the surface crust avoiding bedding materials and
using nonmetallic collectors
B. Liquid Manure Slurry
i. Under -slotted -door pit
a) Extend a `.'-_" nonmetallic conduit open on both ends into manure to pit floor.
b) Seal upper end of conduit (e.g., by placing a thumb over end of conduit) trapping manure
that has entered lower end remove and empty slurry into plastic bucket or nonmetallic
container.
c) Take subsampies from 5 or more locations or at lei I quart.
d) Nfix and add about'/. pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a) Make sure manure etas ibeen well mixed with a liquid manure chopper -agitator
pump or propeller agititor.
b) Take subsamoles from about 3 pit locations. from agitator pump or from manure spreader
and place in a plastic bucket.
" Professor and Extension Specialist.. Biological and Agricultural Engineering
Department. North Carolina State university. Raleigh, NC

EL SALv1PLE PRE. AR -7-ON A_N_D 7!LA2NSF"E_R
A. Place sample into in expandable container that = be sealed. Rinse residues from container with
clean water but do not use disintccranrs. soaps. or treat in airy other way.
B. Fuck sample in ice, refiigeraw_ tee, or zanier to lab quickly.
C. Hand -delivery is most reliable wav of -m. ie transfer.
D. If mailed. protect sample container with parking material such as newspaper. box or package with
wrapping paper. and tape.
E. Commercial sample containers and mailers are also available, Contacts:
1. A& L Eastern Agriculturai Lab. Inc.
7621 Whitepine Road
Richmond. VA 23237
Ph: [phone]
2. Fisher Scientific Co-
3 3 15 Winton Road
Raleigh. NC 27604
Ph: (919) 376-2 51
3. Polyfoam Packets Corp.
2320 S. Foster Avenue
Wheeling, IL 60090
Ph: [phone]
4. NASCO
901 Janesville Avenue
Fort Atkiiwn. W1 53538
Ph: [phone]
F. Private analytical labs are available. but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
L Address: North Carolina Department of Agriculture
u. Agronomic DMslon
Planv'WastefSoiudon Advisory Section
Blue Ridge Road Center
P. O. Box'_764-1
Raleigh. NC 37611
Ph: [phone]
Arm: Dr. Ray Campbell
iii. Forward S4 along with the sample
iv. include the following identification information with sample:
a) Livestock species (dairy, swine. turkey. etc.)
b) Livestock usage (shine -nurser•. finishing, mAcy-breeders. brooderhouse. grower, number
flocks groom on Unen etc.)
c) Waste ripe (dairy -lot scraped manure. liquid slurry: swine -pit slurry, lagoon liquid. sludge.
broiler -house lifter. stockpile)
v. Routine analyses performed on all samples: N. P. K Ca. Mg, Ala. S. Fe. din. Zn. Ca- B
vi. Additional analyses performed upon request: DNL Mo. Cd, Ni. Pb

=L-Mrl- -k—i
WASTE UII.IZ.ITION PL.A-N
REQUILED SPECIC.TIONS
L Atumai waste sima not :each =fa= wa=s of the stare by runoZ drift- maumad= mmevanc= air- applic d= or
dise� discaar=e dtuiag o==cn or !and appli=-n. Any discaar-,,e of waste winch :racist surtac Hater s
Z Thetz must be docrmeatatiou m :he d=gn folder that the produ= mrher owns or aas a notanzed agreement for use of
adap= land on which to properly apply the waste. If the producer does not own adequate Land to properly dispose of
wjSM twishe shall provide a copy of a netari=d agreemrnt with a landowner who is within a ;e sonable proximity,
allowing himrher the use of the laud for waste application, it is the tesponstbiiity of the owner of the i CIL y to secure
as update of she Waste Utilizarian Plan when :here is a change in the operation, incase in the aumber of animals,
method of uniiration, or available land.
3. Animal waste shah be applied to meet. but not cum the Nizrog= needs for realistic crap vields based on soil type,
atraRaole aaoisture, historical dam climate canditions, and'.cvel of managcrnent, unless :her are regulations that
t lq ri t the rate of application for other ntrui Acstal nelds maybe used in lies of ,-=l=c Yield tables at the
disaetion of the plan=-
4.
Animal waste shall ix applied an land eraditrg less has tons pet ace per _,ear. Waste may be applied to land that is
trodirtg ar more than f tons out less than 10 tons per ace per •rear providing :r rr niter strips are insm) d ware
rouot�leaves the field. (See =OTC Standard 393-carter Strips)
5. Odors can be reduced by injecting the waste or disking after wa= application. Waste should not be applied when d=--
is danger of daft from the irrigation field_
6. When animal waste is to be applied on amer subject to flcodin„ it will be soil : =rporatd on conventionally n1ld
cropland, Whoa applied ;o cause: -,-anon tilled cops or _zraSsiand. the waste may be broadcast provided the application
does not occar during a sea n prone to flooding. {Sec "Weather and Climate in North Carolina" for guidance)
7. Litlttid waste shall be applied at totes not to =cam :he soil mn-Itradon :ate such that : off does not o=.rr a5ite or to
sa>r 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 fiie_s.
S. Animal waste shall not be applied to saturatd sails, durmi g rainfall events, or -,vhen the surfar is Ymrn
9. Animal waste should be applied an actively grawing cops in such a manner that the crop is not covered with waste to
depth that would proiri'oit growth Tice potential for Bali damage from animal waste should also be aaSidered.
10, Waste nutrients shall not be applied in fall or winter for spring planned .:cops on soils with a high potential for leaching
Waste nuurient loading rates on these soils should be held to a minimum and a suitable •Mate_ rover cop planted to
tak-- up ieleasd nutrients. Waste shall not be applied mot than -330 days prior to planting of a glop or forages brciIang
dormancr..
11. Any ae:v swine °acilirr sited an or 3xL.- Oc',CbG- 1. 1994 snail --omoly with thefollowing.: The outer per me= of the
land area onto which waste is applied L—om a lagoon ter: t is a component or a swine fax= shall '3e at .east 50 feet from
any tesidencal properr,; bound,-;• and .:+,.m =- y perwnial sue-, ,T or eve: oth--- fan an a.:;3tion ditch or =2 1.
NRCS, NC
JUiv'E, 1996

E:C—M1T A
W_ =-E UTZ=--&LION PI.A,Y
-R.=-QLMkE:,) SPECYT.C_-k ONS
(cOnd =j
AW3=1waste ottrer :irate swim ' rA= warn f-�lities sited an or after October 1. 1995, shall nit be applied closer than
25 feet to = = ware; Th s ==n= may oe -=uu=d :or waters that arc not prrenn; a i provided adequate vegerauve
M= snips arc present (S= Stazudard 3193 -niter Strips)_
U- Animal waste snail not be applied :.lase+ than 100 fe-_t from wells.
13. Animal waste shall pat be applied !less. than 200 feet of dwellings other dean those ownedby landowner.
14. Wa= shall be applied in a manner hat :o ether property and public right-of-ways.
15. Ammais aasre shall not be dischar;cd'nto mr;5= waters, d.-ainapways or .vetl=ds by a disciarge or by over-
sgray=,w Animal waste may = appii :o prior =nvertd =,piand provided it has been approved as a land
3ppiiptien5 site by a'x' :nisi) spy_ Aaimai vast- applied an grassed •.vat_ -.ways small be at agronomu::a=
and in a .Danner that onuses no nmarf or driat . om the site.
16_ Domsstic and ;ndnctriaE 'Nast_ - mm •xa hamm teliric& showers, :oilers, ;inksshall not be discharged into the
animai waste M2na,--Mrnt -VSM L.-
17. A protective =ver of appropriate ve, ration will be =zaalishd on all disturbed ar-,.as (lagoon =ncankmeats, berms,
pipe runs, etc.). .4j= sihali be fence as =sary, to grater the vegetation. Vegetation such as trees, shrubs, and
outer woody species, =. are limited :o area araerc considered appropriate_ Lagoon areas should be k=t mowed and
a ss%ie. Lagoon berms and =jz-,ass should be inspec-.ed .--gulariy for widen= of =sion, leakage, or discharge
1& if animal production at the --h=�:iry is -,-miinazed, the owner :s =onsiole for obtaining and implcnenting a "closure
plan'' which will �;m*,*ah- the gos5iaiiizy of as 21e dischar;.. pollution and erosion.
19. Waste handling stmcmr-rs, pining, J=—ps, r-..._s, mac_. should be inspected on s eguiar basis m prove= break�dowim
I=ks, and spills. A re;slar mains -^era checklist should be kept on site.
20. Animal waste = be used in a rotation that inc!udes vegetables and other craps for direct human consumption._
However, if animal waste is used on »ops for dir=; human consumption it should only be applied preplant with ::a
(usher applications of animal waste during the crop season
21. Sighly visible permanent marls---*s shall be installed to mark :he top and bottom alevations of the tempor.3rp sic-age
moping volume) d all waste ==rmcnt lagoons_ Pumping snail be managed to maintain the liquid level be:'v= :he
markers_ A marker willbe :o mark the ma,== storage volume for waste storgc ponds.
- SOil tests ]hall L-L =aC= --7err -we v=s and 3 1au,:d was,- anal-'sis be ' k = at Izar, -M= ::ach year =psi=- =t with
waste uriii tion plan. ?Quit- h..Y shhall = rested pror _o acgiscstion. Soil and -wee analysis :ors -aaEl
for eve veers.
23. Dead ins a :will be iisposd .hVC �f a rt�rrer at pees re- ations.
I RCS, N
:Z.1� t. 1195

Swine Farm Waste Management Odor Control Checklist
Source Cause DMPr to Miulunice Odor Site Specific Practices
Farmstead • Swine production dFVegetalive or wooded buffers;
as' RecumMended best managelnenl practices;
W Good judgment and colnulun sense
Animal body surfaces is Dirty manure -covered animals W Dry flours
Floor surfaces • wet manure -covered floors Sloped floors;
01" Walcrers located over slolled flours;
Cl Feeders at high end of solid Iluars;
cr, Scrape utanure buildup haul flours;
n UndcrAtior ventilation for drying
Manure collection pus • [)fine; ®' frequent Manure renrtuval by flush, pit recharge,
• Partial Microbial decontposilion or scrape;
LI Underfloor ventilaliva
Ventilation exhaust falls • Volatile gases; Fall maintenance:;
Dust P UH-1cieltl air muvenlcnl
Indoor sui faces • Dust kr Waslldown between groups of animals;
n Feed additives;
n Feeder covers;
B' Iced delivery duwuspuul exieudcrs to feeder
covers
Flush tanks • Agitation of recycled lagoon C7 Flush lank covers;
liquid while tanks are filling [I Extend till lines to near bullum of tanks with
anu-snlltluu venis
I alleys - • Agitation during wastewater Cl L)ndcrflour flush wuh uudurlluw veulilatiun
L'4)llVeyallCe
Pil recharge puinls • Agitation of recycled lagoon I:Xlelld recharge lines Ill near bonulu of piss — -
liquid while pits are filling Willi. anti-sipbun veuis
Lift statiuns • Agitation during swap lank n Suunp lank covers
filling and drawdown
Outside drain cullcclion • Agitation during wastewater n Ilex covers
or junction boxes conveyance
AMOC - Nuvciubut 11, 1996, Page 3

Source
Cause
BMPs to h1ininlixc {Blur Site Specific Practices —�
End of drainpipes at
• Agitation during wastewater
171 Eixtetld discliarge puinl of pipes underneath
lagoon
conveyance
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions;
Proper lagoon liquid capacity;
• Biological nlixilig;
C3 Correct lagoon startup procedures;
• Agitation
11" Minimum surface area-lo-volume ratio;
U, Minimum agitation whewpumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler
11igh pressure agitation;
07 Irrigate ou dry clays with little or no ►viud;
11071Ies
. Wind drill
WOnlnlended operating pressure;
4"'himp intake near lagoon hiluiil surface;
n Pumv irotn second -stage lagoon
Storage lank ur koin--
-• Pin lial microbial decoinimsition;
n Mott, or luiillcvcl !nailing; - -- --- -- — ------ T ^--
surface
. Mixing while filling;
Q 'rank covers;
• Agitation when cnlplying
0 Bashi surface mats of solids;
n Proven hiolugical addNivcs or oxidanis
SCilling baslll Silrf�l%C----�
I'alllal microbial dceompusilion,
❑ Exiend dralllplpe oillicts nndewe;lill llllnld -_-- ----..
. Mixilig while tilling;
Ievel;
. Agil'aliuu when emptying
n Remove seittcd solids rt;sktlarly
Manure, slui ry or skidge
• Agitation when spreading;
❑ Soil hijcclion of slurcylsludges;
spreader outlets
0 Volatile gas emissions
❑ Wash residual ntanllrc fi'oln spreader after use;
❑ Proven biological additives ur oxidants
!Uncovered wamu e,
Volatile gas emissions while
❑ Soil injection of slurry/sImIges
slurry or sludge ou IICILI
drying
❑ Soil incorporation within 48 hrs.;
surfaces
0 Spread in thin uniforin layers for rapid drying;
n Proven biological additives or oxidants
Dcadl annuals
Carcass decompositiinl
Proper disposition of carcasses -- -- --
n�alccllCasss
decompusitiilll
n complete covering of carcasses ill hilrial Ails;__._-__-.---.------.--_-.-
pils
n Proper location/cunsimctiuo ut'dispos,ll pill
IncineIMors
lueul1111idt; cnlnbnstilln
n seculmiary stack i,mcrs__ __ ____--

Source Cause BMPs la Minhuize odor Site Specific Practices
Standing water arotlmF - Improper drainage; ® Grade and landscape such thal water drains
facilities Microbial decomposition of away front facilities
organic platter
Manure trackc�l auto —� . - foully luainiaiued access roads Farm access road ulaintenauce�....__--
public roads tiullt farlu
access
Additional Infomialion :
Swine Manure htanagemew ; 0200 Rule111MP Packet
Swine Production Farm Potential Oklor Sources and Remedies ; EDAE Fact Sheet
Swine Production Facility htanurc Management: Pit Itecilarge - Lagoon Treatment ; El3AE 128-88
Swine 1'rudnctioll Facility M:ulurc hlanagemenl: Underfloor Flush - Lagoon Treatment ; El3AE I29-BB
Lagouu Design and hlanal;emcm for Livestock Manure Treatment and Storage ; EBAE 103-83
Calibration of HaLmic and Wasic%vaicr Application Equipment ; C-13AE Fact Sheet
Controlling thlkus flurll Swilie kluildillgs ; P111-33
C.11virUnlliclllal Assul:,ucc 1' Uglanl ; tAITC Manua]
Options fur htanagkig Odur ; a rcpon from Itic Swine Odor Task Force
Nuisa,lce Cunccrns iii Animal h1 ulure hl;ulagcmelaC Odors and Flles ; PROM, 1995 Conference t'roceedings
Available From :
NCSU, County Extension Center
NCSU - BAL
NCSU - BAE
NCSIJ - BAF
NCSU - HAE
NCSLJ - ilAE
NCSU - Swille EXIcllstun
NC fork 1'ruducers Assuc
NCSU Agri Cwmuuuicatiuns
Florida Couperativc I.xiCltsi►lll
ANIOC - Iluveiu6cr 11, 1996,

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Prucliccs
— — _ Liquid Systems --
Flush Gutters • Accumulation of No lids Ci Flush syslew is designed wid ulictaled
sufficieally to reniuvc accumulawd solids fruu{
guild s as designed.
177 Itcnrovc bridging of accumulated solids at
dischaige
Lagoons and Pils Crusted Solids 177 Mainlaiu lagoons, sealing basics and pits where
pesl breeding is apparent to mia4iii= the
crusting of solids to a delitir of nu mule ilkwi 6 -
g inclies over more Iliac{ 30% of sui face.
Excessive vcgelalivC • _ j)ecayllig VebCialWl{ M 7Maintuil{ ngeladve Control along banks of -----
Growth laguuus and ulllrr impuulidnienis to prcvcul
accurilulalion uI' decaying vegetative maller
uiung waters edge on ilupuuudnlcut's periaieler.
_ Dry Systclus
FC4derS Feed Spillage n Design, olmalc acid maintain feed systeu{s (e.g., T -
bunkei-s and Boughs) lu uiiniuiice the
acculnulalion ofducayiu6 wualage.
Feed Slurage • Accmnulalions of feed residues
I-) Clean up spillage un it routine busis (e.g., 7 - 10
day interval during suuuucr; 15-30 day interval
during winter).
Reduce iuuisture accumulation within mid
around inunediale poi inicier of lined slarage
areas by iusuriug dlcrinabc away Iiuiu sill:
aud/ur liruvidiug adeyualu cuulainnienl (e.g.,
cuvwc:d bin tar bicwua's brain and similar high
nwisture grain. piuducls).
n tuspwa for alid reuwve ul' break up accuaiuiated
sulids in filler strips aruuud lied slurage as
uerded.
AAA' - - Nuveulber I t, 1996, Pup I

RECEIVED
WATIER OUALITY SE"ON
u lyy/ -- COPY
�A , a ' ;FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
FAC _ STY DESIGN AND
WASTE MANAGEMENT PLAN
RECEIVED
t,,, ov o r. 1997
Farm BOBCAT #2 S3Z 4 33 o FAYE—rTEVILLE
Name or Number REG. 0FRGE
2400 FARROW TO WEAN
Farm Description
Location
SR 1126 SAMPSON COUNTY
Company Farm NO
Contract Grower YES

TABLE OF CONTENTS OF F D
WATFp ojffiL(fn SF� TION
OCT 1 u 14'0/
pon-Discharm Pb
CONSTRUCTION INFORMATION
OWNER/CONTRACTOR INFORMATION
MEMORANDUM TO GROWER
CERTIFICATION FORM (NC ONLY)
SITE EVALUATION (IF APPLICABLE)
VICINITY MAP
ASCS TRACT MAP
SOILS MAP
SOIL INVESTIGATION WORKSHEET
WASTE TREATMENT PLAN
AGRI—WASTE MANAGEMENT INFORMATION (NC ONLY)
WASTE UTILIZATION PLAN
OPERATION AND MAINTENANCE PLAN
CONSTRUCTION SPECIFICATIONS FOR LAGOON
SEEDING PLAN (FARM SITE)
COMPUTER DRAWING OF EXISTING GROUND
EXISTING ELEVATIONS
LAGOON CROSS SECTION DIAGRAM
COMPUTER DRAWING OF PROPOSED LAGOON & BUILDING PAD
SITE BALANCE REPORT
COMPUTER DRAWING — ALL DATA PROPOSED
COMPUTER DRAWING — CONTOUR LINES
COMPUTER DRAWING — SLOPING LINES
COMPUTER DRAWING — BLOW—UP OF LAGOON OR BUILDING CORNER
BUILDING PAD ELEVATIONS
COMPUTER CROSS SECTION — EXISTING —PROPOSED —BALANCED
FACILITY OVERLAID ON EXISTING TOPO MAP

EMERGENCY ACTION PLAN
1. CALL THE DIVISION OF ENVIRONMENTAL MANAGEMENT (DEN)
NAME OF OFFICE
PHONE NUMBER
2. CALL 911 IF THERE IS DANGER TO DOWNSTREAM PROPERTY
3. CONTACT CONTRACTOR IF NEEDED TO REPAIR PROBLEM
NAME
PHONE NUMBER
4. CONTACT THE CERTIFYING TECHNICAL SPECIALIST
PHONE NUMBER

fA
•:i I
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA: (SEE CONTENTS OF PLAN FOR MORE INFORMATION)
EXCAVATION 55055--- cubic yards
FILL (pad & dike) 55055--- cubic yards
TOP SOIL (minimum 3" thick) 417--- cubic yards
CLAY LINER (represents a complete liner) 10718--- cubic yards
Constructed top of dam must include a minimum of 5% settlement -
EXAMPLE: 10 feet high dam will require 5% of 10 feet or 0.5 feet
fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are
very important. If the certifying technical specialist is- unable
to approve the liner with normal field techniques, an independent
engineering analysis will be required (see CONSTRUCTION
SPECIFICATIONS for additional information). If an independent
engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications.
The lagoon dike must be seeded according to specifications before
the system can be certified and stocked with animals. (Consult
with your MRCS Conservationist regarding mulching)

CARROLL'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
MEMORANDUM
TO: All Prospective Contract Growers
FROM: Don Butler, Real Estate Manager
Howard Hobson, Resource Conservationist
RE: Legal requirements for swine growers in
North Carolina and how they relate to you
The facility design and waste management plan attached is of the utmost
importance to you and to Carroll's. This plan must be approved by a technical specialist
with USDA Soil Conservation Service prior to construction start. The lagoon must be
constructed exactly as designed unless changes are approved by the original designer and
SCS personnel. The approved plan needs to become a part of your permanent records
and must be readily available for review if and when your farm is inspected by state
regulatory personnel.
When earthwork and lagoon construction is complete and the top of the dike and
outside slopes of the lagoon have been graded, seeded, and fertilized it must pass a final
inspection by SCS personnel in order for your farm to be certified ready to stock
animals. At the time of final construction approval, the owner and the person certifying
construction must sign a document called "Certification for New or Expanded Animal
Feedlots" (a blank of this form is enclosed in your package) and this form must be sent
to the Department of Environmental Health and Natural Resources in Raleigh. Copies
of the signed document should be kept in your permanent file, one copy goes to SCS for
their file, and a copy must be presented to Carroll's Foods before any animals can be
placed on your farm. The owner is responsible for the Certification being completed
and sent to the appropriate places. Remember, NO CERTIFICATION -- NO ANIMALS.
If you have any questions about the above information, please contact one of us
by calling 910-293-3434, extension 246.

ATTENTION OWNER AND EARTH MOVING CONTRACTOR
PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE
MANAGEMENT PLAN.
This design has been prepared in accordance with USDA- Natural Resources Conservation
Service standards and properly installed, will allow certification and stocking of animals.
The following items should be discussed PRIOR to entering into a contract:
1. This design is in compliance with state and federal laws. AM changes in design may
result in non-compliance and failure to be eligible for certification. No animals can
be stocked until the lagoon construction is approved and certified to the Division of
Environmental Management (DEM). If a Dam Safety Permit is also required by the
State, then no water or animal waste may be impounded in the lagoon until the
lagoon and dike construction are approved by the North Carolina Department of
Environment, Health and Natural Resources, Division of Land Resources (DLR).
2. This design has taken into account data including soils, topography, wetlands,
streams, dwellings, wind direction, and owners concerns.
3. The volume shown represents excavation and fill in the lagoon and pad area. It does
NOT account for cut/fill for liners, roads, borrow areas, drainage or other related
construction activities unless specifically covered in the design.
4. Typically, the excavation volume represents the bulk of earthwork and is used for
price negotiations. All earth work beyond this amount will be worked out between
the owner and contractor, CARROLUS DOES NOT NEGOTIATE PRICES FOR
GROWERS.
5. It is the desire of Carroll's Foods that the contractor receives a fair price for earth
work and the land owner receives a properly constructed lagoon and pad that will
meet design requirements.
6. DO NOT MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT
UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES.
CARROLUS FOODS ASSUMES NO RESPONSIBILITY FOR ANY DEVIATION
FROM ORIGINAL DESIGN OR CHANGES MADE ON THE SITE BY
CONTRACTOR OR ANYONE OTHER THAN CARROLUS PERSONNEL.

O. S , Duperbm t of Agri ca 1 tare MC-M-34
5011 Conservation Service _- _ Septn6w 19W
HAZARD CLASSIFICATION DATA SHEET FOR L AGoo&.S
Landowner_AA-"_n. Ma ",4- 1401 c� A6 County —
Community or Croup No. Conservation Plan No.
Estimated Depth of Hater to Top of Dam 3 Ft. Length of Flood Pool 9 Ft.
Date of Field Hazard Investigation 'T
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements : Above :Floodwater Above
: Flood Plain: Flood Plain
Ft. Ft. . Ft. Ft.
2 .
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
LIFE OR DAMAGE PUBLIC TRANSPORTAION. a Q b,,j"
Hazard Classification of Dam (P, b, 0 (see NEM-Part 520.21)
iamNClassification (I, II, III. IV.0
By Date
name (title)
Concurred By , /11 C Date
name i tl e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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

United States Natural
` Department of Resources
Wh
Agriculture Conservadcn
Service
WASTE X&NAGF..lI,E.`1T F ACMIiY sz EVALUATION
NC-CPA-17
REV. Z, 2-_6
GIZNERAL 07GE .NOTION
NAME T F at1AA LOCATION S II X%
�50(�iiZff.
TELE—PHONE q I D -S 31- y 33 D Sl= OPERATION a,y 0 fl CIA R • LUI�IA>�
LOCATION DATA
DISTANCE FROM NEAR`Sr R=ENCE NOT OWNED 3Y?RODL;CEsZ 410 C FT.
DLSTANCE FROM NEARSST?UHL_C FACLL*TY (schwL FT.
M SITE WITHIN I00-Y"Aa FLOOD PLAL47
YES _ r0 ✓
If yes, NRCS cannot provide assisuum
IS SITE AT LZAST 100 FT. 1ROM A -BLUE LrNE" ?r-LCNNLAL ST.RrAM?
YES _V", NO
If no, site must be relocated.
IS SITE W 71 N I M11 ZONNG IL=IC:TON OF A-ML'NIC:PAI- ?
YES NO ✓
If yes, landowner should consult with IOCal zoning board about txquired
permits. Permits must be obtained prior to design approval.
ARE LTII1TM N CONSTRUCTION AREA?
'E _ NO
Ir yes, see Part 503 of the National Engineering 3f2nual and follow policy.
(Copies of maps or other reference materials may be attached to site
evaluation.)
WM-L SITE NVOE.7a CL ARNGi WOODLAND OR ANYNON-C?OPLAND7 YES NO ✓
If yes, producer must complete Form NRCS-CP A-38 (Request for Certifled
Wetland Determination/Delineztioot
WML ACTION RM LLT LN SWA&CP5=1NG7 YET _ NO
IF WTn.aNDS ARE NVOLVED. rr M THE IMPONSMUZrY OF THE PRODL'CERTO CONTACT TM its ARMY CORP OF
Luolu�IEm AND THE DTVLSION OF aWMONMLW.AL '1 ANAGE&W4T TO DE-, EFLi LNE IF PER= .ARE REQ1LMtED.
IF WEnds--;DS ARr NV OLVHD. TciE ?RODC;C-SHCL.i D NOT CLEAR ANY LAND LJ:i iII. A WET"ND DELZMATION
IS MADE
MRCS will provide technical assistance in wetlands only under the following conditions. For matural wetland
inclusions less than one acre in size, `rRCS will provide assistance only if the functions and values Iost are fully
mitigated. Far natural wetlands greater than one acre in size, MRCS will provide assistance only after a
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigation is
carried out in that order of preference.
ODOR CONTROL
HAS ODOR CONTROL 3E.-N DISCUSSED WT'I H ?QO0C:CZ-1 - /
• PREDOMNANN7LN 'ND DIRECTION? YES J L' NO
• ?UC 3ARGLNG LAGOON WTirI FRESH WA%.R T O AT L A.ST 1r- YES NO
O F THE CAP.4C: IY7
• USNG GOOD SOUND JUDG&IENT :N L�Ni] APPUCATION YES V000" NO
OFWAS i.7

NC-CPA-17
REV. t. 2-96
Page 2
OTHER E-XVIRON1tE_NTAL FACTORS
IS ENDANGERED AND/OR T HRE �i rVED SPECIES HABrrAT P:RESEN'r YES '40 ✓
IS A DESIGNATED NATURAL. SC--NiC AREA LYC=ED N THE PLANNING AREA OR
WIL—T ?LkNVED AL-17O.iS Ib[P.4C, ON AN ADJAC=- 4TNATURAL,SCMiIC AREA.? YES YO ✓
iS A,V AIZC:-LAEOLOGICAL OR=4S ORIC 1L=r- LOCATED IN THE m. .NNED ARE.L? YES _ YO
ARE THER-E ?.WAF- UNIQUE, STATE. OR LOCALLY 13MRTANT r R-%L ANDS LV TIM YES NO r/
OPERATT.IG UNI717
Will_ THE AC T iON RESULT IN SODBUS L IGT YES _ NO ✓
If the answer to any of the above is yes, PIRCS will not provide technicz! —
assistance unless nncv Daiiry is followed.
WASTE N A,YAGEAaEYT
DOES PRODUCER OW'N E—NOUGH LAND TO PROPERLY LAND APPLY ALL WASTE YES ✓ NO
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED INFREQUENTLY?
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAIND? YES NO
IF LAND IS NOT OWNED BY PRODUCE-R, CAN PRODUCER. GET AGREE.`AL-4T ON LAIND YES NO
ON WHICH TO APPLY WASTE? f '�
(Attach Waste Udli=tion Plan to site evaluation.)
SOLL L"TSIIGATION - VALID ONLY IF SOIL EWZS'TIGATION
SHLSr AT ACHED
IS SOIL SUITABLE FOR LAGOON?
IS A L NEM REQL-=?
TYPE OF L D;ER TO BE USED_
IF CLAY L.NER IS TO BE USED, IS SLTrABLY CLAY AVAILABLE ON
SITE?
IF CLAY IS NOT A,VAIIIIBL_ ON SITE, DOES LXNDOV?NEa HAVE
ACCESS TO CLAY?
IS A CORE TRENCH REQULRED?
(Attach sail investigation sheet to site evalnatiom)
LS SUBSLIRFAC` DRAIN TILE PREXMM
(Ryes, tile must be removed or plugged)
YES _ 'No
YES NO —
CLAY LI BENTONIiE , SYNT C
YES V/ NO —
YES NO
YES NO
C fl,e* rw.
Y-LS NO
SITE APPROVED YES NO CONDTITONAL
COWMENTS E36C2� sol %ram r' S c 7s�+ sf4
nd ' c L` ! a ^ -.d
s tS ...uscA&JIL., 1 e- ie
THIS SITE ZrVESTIGATION IS VALID FOR TWELVE MONTHS r3OM THE DATE SHOWN BELOW. IF CONSTRUCTION
HAS NOT BEMN .STARTED W rrHN 7WFLVE MONTHS. A NEW SITE INVESTIGATION IGATION WILL BE REQUIRED. it
SIGNATURE ' \.!
�. , DATE 0 2.1 `?(o
it Cb2n9cs in the local or state law or charges in the standard could require a new site investigation.

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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 amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 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, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the -lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 45.0 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 42.9 . This temporary
storage, less 25 yr- 24 hr storm, contains 361011 cubic feet or
2700362 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.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner 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.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam'Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a taming or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be'piaced
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 5.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
-t40.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
200.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
5000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
10.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
500.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Operator:BOBCAT 02 County: SAMPSON Date:
08/13/96
Distance to nearest residence (other
than owner): 4100.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417 lbs. =
0
lbs
0 sows (farrow to feeder)
x 522 lbs. --
0
lbs
0 head (finishing only)
x 135 lbs. =
0
lbs
2400 sows (farrow to wean)
x 433 lbs. =
1039200
lbs
0 head (wean to feeder)
x 30 lbs. =
0
lbs
Describe other :
0
Total
Average Live Weig =
1039200
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume = 1039200 lbs. ALW x
Treatment Voiume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW
= 1 CF/lb. ALW
Volume = 1039200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION N• S�Q Sr�t r:1c%..I.J a.t
Volume = 0.0 cubic feet
AZI
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 645.0
Inside top width (feet)---------------------- 285.0
Top of dike elevation (feet)----------------- 46.7
Bottom of lagoon elevation (feet)------------ 35.7
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
3.0 3.0 3.0 3.0 639.0 279.0
AREA OF TOP
LENGTH * WIDTH
639.0 279.0
AREA OF BOTTOM
LENGTH * WIDTH =
579.0 219.0
178281 (AREA OF TOP)
126801 (AREA OF BOTTOM)
DEPTH
10.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
609.0 249.0 606564 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMiJ * DEPTH/6
178281.0 606564.0 126801.0 1.7
Total Designed Volume Available = 1519410 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
645.0 285.0 183825.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 183825.0 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 = 1039200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1898272 gals. or 253779.7 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 *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
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 - 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 107231.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 107231.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
253780
cubic
feet
5B.
0
cubic
feet
5C.
107231
cubic
feet
5D.
107231
cubic
feet
TOTAL 468242 cubic feet
6. SUMMARY
Temporary storage period =---
-_>
180
days
Rainfall in excess of evaporation-
-- -->
7.0
inches
25 year - 24 hour rainfall--= =_=
----- _>
7.0
inches
Freeboard -- _-- ------
-->
1.0
feet
Side slopes --
->
3.0
: 1
Inside top 'length==----- -------=
—_>
645.0
feet
Inside top width =_-----
__>
285.0
feet
Top of dike elevation
>
46.7
feet
Bottom of lagoon elevation =----=------>
35.7
feet
Total required volume -n ----_=
_ --=>
1507442
cu. ft.
Actual design volume -- -
- ->
1519410
cu. ft.
Seasonal high watertable elevation
(SHWT)===>
40«44;F-0
feet
Stop pumping elev. --==_----
-->
42.9
feet
Must be > or = to the SHWT elev.
—>
4o-i a4-,o
feet
Must be > or = to min. req. treatment el.=>
41.7
feet
Required minimum treatment volume---
--->
1039200
cu. ft.
Volume at stop pumping elevation
--->
1039920
cu. ft.
Start pumping elev.- -- ------ =
->
45.0
feet
Must be at bottom of freeboard &
25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall=>
1412179
cu. ft.
Volume at start pumping elevation-
- >
1401194
cu. ft.
Required volume to be pumped ==_---_---_____>
361011
cu. ft.
Actual volume planned to be pumped----
=>
361274
cu. ft.
Min. thickness of soil liner when required =>
1.6
feet
7. DESIGNED BY:��.. APPROVED
BY:
DATE: SS - 13- 9 b
DATE:
S/, eG
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

7. DESIGNED BY:
DATE:
APPROVED BY: le
"a17
DATE: W 22_11�
SEAL
16415
NOTE: SEE ATTA® WASTE UTILIZATION PLAN
COMMENTS: /14 4s �a
1¢�
C I w,r(7 qX_ 'O rL L / — 1B aJ fk'. f / ���+v-� us le 0 S Z. ..lr i+ �arCr•7ai. 5.... .re a ��
..� C. �a. c.l�C s•p( 6 a r�r Zre.� M S o q kes i-i .t c..�
*Note: Engineering approval -is for minimum design standards
and is based on pre -construction site and soils investigations.
Technical specialist shall verify soils during construction, consult
with Engineer on any required modifications, and perform final
as -built certification. Technical specialist is responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

Orlentmti,
69.
46.
46.
44.
42.
49.
38.
Lower Loft
Project:
Drawing:
Number:
Location:
Did Date:
Engineer:
Owner:
Estimator:
30 Mush Surface
Existing
BOBCAT 02
2499 FAR -WEAN
istiont 29.9
30 Mash Surface
Prepared by:
using Sitswork

se
48.00
48.90
47.09
Plot of all data for the surface:
Existing
Project: BOBCAT *2
Drawing: 2408 FAR -WEAN
Number:
Locationt
Bid Data:
Engine■r:
Ownert
Estimator t
Prepared byt using Sitswork

Swine Confinement
Building
Finished Floor Elev. 4 q , bq
ppmn
Top Pad Elay. q g, 1) b
8" Pipe
Invert Elev. 4s, s
TYPICAL CROSS-SECTION
Single Stage Lagoon - Pit Recharge Design
6 rkk AsON County, NC
Total Design Storage Elev.
Invert Outlet Pipe Elev,
Stop Pump Elev. k
Bottom Elev. Is,,)
Li 6, Lb ��
Support post
Natura!'Ground,',
(� FT. -DESIGN MIN. CLAY LINER THICKNESS,
areas of unsuitable material encountered duringpnstruction
of lagoon slopes and bottom will be excavated below grade (for
the minimum clay liner thickness), backfilled (with approved soil
.;
material) & compacted (to clay liner construckion specificaliop.a
In design).....see soils investigation . '►!:`':.. `,' ' ;:,.
LA.
Settled Top Dam I-'_
Add 5% Sefffems
Cons(mcfed Top C
12�
U:)
Core—� ..,.......
co Trench'
Remove overburden material and
establish embankmenl/core on firrn
soil material.... see soils investigation
R. Floilon. NRC5 j?195j

Swine Confinement
Building
Finished Floor Elev. S o. i 3
Top Pad Elev. 5 o . Lqo
8" Pipe
Invert Elev.
TYPICAL CROSS-SECTION
Single Stage Lagoon - Pit Recharge Design
SAr4nPsoN County, NC
G��YwttoN tty�RN - bot?<cw,-r -0 Z-
Total Design Storage Elev. y
Invert Outlet Pipe Elev, y5 D
Stop Pump Elev. wz.
Bottom Elev. 3s,�
-------------
Support post
Natural`Ground:..: -
FT. - DESIGN MIN, CLAY LINER THICKNESS
areas of unsuitable material encountered during p6nstruction
of lagoon slopes and bottom will be excavated below grade (for '
the minimum clay liner thickness), backfilled (with approved soil .
material) & compacted (to clay liner construction specifications
in design)..... see soils investigation
,1)
,ft.
Settled Top Dam
Add 5% Settleme
Constructed Top E
-J Core • .,. .. .. - .I
Trench
Remove overburden material and
establish embankment/core on firm
soil material .... see soils investigation
R. Horton, MRCS (2/B5)

Swine Confinement
Building
Flnished Floor Elev,
Top Pad Elev. S 0, 96
8" Pipe
Invert Elev. 4�
TYPICAL CROSS-SECTION
Single Stage Lagoon -Pit Recharge Design
�S MasoN County, NC
Total Design Storage Elev.
Invert Outlet Pipe Elev.
Stop Pump Elev. yl,q
Bottom Elev. 3B,r)
4$,8Z /'
Support post
Natural'Ground•,°
FT. - DESIGN MIN. CLAY LINER THICKNESS
areas of unsuitable material encountered during�nslruction
of lagoon slopes and bottom will be excavated below grade'(for '
the minimum clay liner Thickness), backfilled (with approved soli
material) $ compacted (to clay liner construction,speciflcaliona '
In design).....see soils Investigation r ' =
6•r
s1
ft.
Settled Top Dam -
Add 5% Settleme
Constructed Top C
►0
Core
Trench'
Remove overburden material and
establish embankment/core on firm
soil material, —see soils investigation
R. Hodon, NRCS (2195)

"N
Swine Confinement
Building
Finished Floor Elev. 5 0. 31,
Top Pad Elev. So• 03
8" Pipe
Invert Elev. t �.
TYPICAL CROSS-SECTION
Single Stage Lagoon -Pit Recharge Design
County, NC
1-2,0LA`rloR @cA'r V;-Z'
Total Design Storage Elev..L,6:
Invert Outlet Pipe Elev, 416,o
Stop Pump Elev.
Bottom Elev...,
348 x;5
Support post
Natural°Ground,::".
FT. - DESIGN MIN, CLAY LINER THICKNESS;{.r�'
areas of unsuitable material encountered during pnstruction' ' ;' .
of lagoon slopes and bottom will be excavated below grade (tor
the minimum clay liner thickness), backfilled (with approved soli
material) & compacted (to clay liner construction speGiicaliona
in design)..... see soils investigation `
Settled Top Damc'—
Add 5% Settleme
Constructed Top E
' w
j Core
Trench '
Remove overburden material and
establish embankmenUcore on Grin
soil malarial. —see soils investigation
R. liodon, HRC5 (2195)

Orientation: -45.0
Lower Loft
2 Magnificat
3D Mash Surfacs
Balanced
Project: BOBCAT IFS
Drawing: 2400 FAR -WEAN
Number:
Location:
Bid Oats:
Engineer:
Owner:
Estimator:
Prepared by: using Sitswork
Inclinationi 20.0
3D Mash Surface

43,8? 44.87
.28 067
7
Be. 46. 7
48. 86 47.67
1D:� 6 7067
IL$k biM 14 G oN
.a8
4 4T.dT
T r. a , me C�U��r��-�or.L T
s aHsH�
A. g . 67
w4 .17 ,67
i? 09
aa. 67 Ftmkkk OW 19 46.67
Daylight
6.17
....................................................................................................... he. •T
Plot of all date for the surfaces
Balanced
projects BOBCAT 82
Drawings 2488 FAR -WEAN
Plumber 1
Locstions
Bid Dates
Enginearl
Owners
Estimatorl
Prepared bye using Sitswork
V?
6?
V?

K 0Ab
E48.86
49.9B
69,40
&tccTKT I
E47.e 48
48.
Be.
66. 4�•e 7.67
40. 4B•��� 47 67
47.e9 �' 48. 9ti9.67
45.67
as. s
47.7E
a7.7a B
7s
.17
48.
Plot of the sloping lines for the surfacat
Balanced
Projeott BOBCAT N2
Drawing: 248e FAR -WEAN
Numbert
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using 8itswork

40.
BgrcvED1:Va 14eAT cH+Eck
�05-st'AYION
VWRttDWIM&
Plot of the sloping lines for the surfacsi
Balanced
Projects BOBCAT #2
Drawings 2409 FAR -WEAN
Number:
Location:
Bid Dates
Engineers
Owners
Estimators
Prepared by: using Sitswork
B1.28
51.26
ge.?3
60.73
49.08
48.46

66.36
I o SAT i OR 4�vkkN
50. 36
48.6T
Plot of the sloping lines for the surface:
Balanced
Project: BOBCAT 02
Orawingl 2408 FAR -WEAN
Numbert
Location:
Bid lintel
Enginsert
Owner:
Estimator:
Prepared by: using 8itawork

Plot of the contour date for the surface:
Balanced
Pr:joct3 BOBCAT 62
Or wing: 2400 PAR -WEAN
Number:
Locationt
Bid Oats:
Engineer:
OwnsrS
Estimstort
Prepared bU: using Sitswork
67
18.67

T
OT
4T.OT
r. e7
3e
4?.07
Algol
i 808CAT *2t 2460 FAR-W2AN$ Bm1anced 13 AUG 66 10146 AM

55.89
69.96
45.00
46.09
36.00
Existing
k -V . ...... ..................... ............ .................
.................. ............................ ................................ ..............
Bain nowd
V
. .............. ...........
r..............
........... ............. .......... ................... .......... ....... ................. .............. ...................................................... . I ........
........................................ ........ ............................... .......... ............................... ......................................................... ...... ........ ........................... ..........
........................ ................
(887.16,868.74)
(7a4.55> w69.48,a4.18)
; BOBCAT *2: 2400 FAR -WEAN 13 AUa 88 18s46 AM

Fill shrink/swell percent: 25.00 Cut shrink/swell percent: 0.00
Iterating to balancing within 10.0 cubic yards...
delta
Cut
Fill
CUT - FILL
0.00
45213.79
73972.59
-28758.79
-1.54
56708.62
52407.87
4300.75
-1.34
55068.71
55032.,71
36.00
-1.33
55055.69
55055.35
0.34
Lower "Proposed" by 1.33 feet.
New surface called "Balanced" has been created.
anaaaaaa=acccaaaaaa .-aacaaaa
Project: BOBCAT #2
Drawing: 2400 FAR -WEAN
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
n
C-A-S wKd t4it-a
V6fU%x0,s1�,,0LVK dare Koh
Tµc.tk�nP_ 0V*kCUT ok +gackr�:ll
r-ok L:ROL op, oar_ si-te
ii0Wt�,S .

WASTE UTILIZATION PLAN
----------------------
Owners name--:MOORE-TYSINGER BOBCAT 2 County:SAMPSON
Mail Address -:SR 1126
Type of production unit----:FAR-WEAN
Number of animal units-----: 4800
Type of waste facility -----:Anaerobic Lagoon
Temporary storage period---: 180 days
Method of application ------ :IRRIGATION
Amount of animal waste produced-----------------: 29252 tons/year
Amount of plant available N produced by animals-: 25920 lbs./year
commercial N to apply on planned acreage--------: 0 lbs./year
Your animal waste utilization plan has been specifically
developed for your swine operation. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be land applied at a
specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
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 and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Soil incorporation
of waste will conserve nutrients and reduce odor problems.

Page 2
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract
Field
Soil
Crop
Yield
Lbs. N
Acres
Lbs. N
Month to
No.
No.
Type
Code
/Acre
/Unit
Used
Apply
7624
4
WaB
L
N/A
50.00
10.0
500
S-APRIL
7624
4
WaB
C
5.5
50.00
10.0
2750
MAR-OCT
7624
3
BoB
L
N/A
50.00
18.0
900
S-APRIL
7624
3
BoB
C
4.5
50.00
18.0
4050
MAR-OCT
7624
2
WaB
L
N/A
50.00
25.0
1250
S-APRIL
7624
2
WaB
C
5.5
50.00
25.0
6875
MAR-OCT
7624
1
Au
L
N/A
50.00
40.3
2015
S-APRIL
7624
1
Au
C
5.5
50.00
40.3
11082.
MAR-OCT
-----
-----
-..-__
---.-_
-----
-----
Total
-----
186.6
-----
29423
------
Available Nitrogen
(includes commercial)
25920
Surplus Or
Deficit
-3503
Crop codes: Crop -unit
A=Bar ley-bu .
B=Bermudagrass(graze)-tons
C=Bermudagrass(hay)-tons
D=Corn(grain)-bu.
E=Corn(silage)-tons
F=Cotton-lbs. lint
G=Fescue(graze)-tons
H=Fescue(hay)-tons
I=Oats-bu.
J=Rye-bu.
K=Small gra in (gra z e) -acre
L--Small grain(hay) -acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
Y=Fescue(pasture)-tons
Z=Bermudagrass (pasture) -tons
C f o s c4AvP17
��Q

Page 3
If more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
--------------------
=F CDNO/776MS *,V- fE REDac.,#44 NVAY SEGO Nv FIND -4* /, AD&Raeftt—
SP r J:FFZQ u1iG[ rRi� �sr s D sN 4*V'O' vDe,4 aF e=,-wc.p Wt- 4.- A&W
td-,ac AooRyEo By .4.ya ic,05Lc S0�c�s�ysT
q$. CaVy�r-
Prepared by: Title: C' cu +5os Date: AU&C
Concurred in by: Date:
Producer
I 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
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rates that no runoff
occurs.
Date:
Producer
Technical specialist: Date:
(Copy to producer and copy to case file)

EXH03rr A-6
WASTE UTILI ATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoffy drift, manmade conveyances, direct application, or
direr discharge during operation or land application. Any discharge of waste which reaches surface water is
prohibited
I Them mast be documentation in the design folder that the producer either owns or has a notarized agreement for use of
adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of
waste, he/she shall provide a copy of a notarized agreement with a landowner who is within a reasonable proximity,
allowing hun/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 m the operation, increase in the number of animals,
method of utilization, or available land
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and level of management, unless there are regulations that
restrict the rate of application for other nutrients. Actual yields may be used in lieu of realistic yield tables at the
discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that is
eroding at more than 5 tons but less than 10 tons per acre per year providing grass filter strips are installed where
runoff leaves the field. (See FOTG Standard 393-Filter Strips)
5. Odors can be reduced by injecting the waste or dislQng 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 Camlina" for guidance_)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur ofisite or to
surface waters and in a method which does not cause drift from the site during application. No ponding should occur
in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to
depth that would prohibit growth. The potential for salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching.
Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more than 30 days prior to planting of a crap or forages breaking
may•
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 Ieast 50 feet from
any residential property boundary and from any perennial stream or river other than an irrigation ditch or canal.
MRCS, NC
AINE, 1996

F:14gl%3��67
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
Animal waste other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than
25 feet to surface water_ This distance may be reduced for waters that are not perennial provided adequate vegetative
filler strips are present (See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by landowner.
14. Waste shall be applied in a manner not to reach other property and public right -of --ways.
15. Animals waste shall not be discharged into surface waters, drainageways or wetlands by a discharge or by over -
spraying. Animal waste may be applied to prior converted cropland provided it has been approved as a land
applications site by a "technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates
and in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not be discharged into the
animal, waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments, berms,
pipe rims, 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 when 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.
Is. If animal production at the facility is terminated, the owner is responsible for obtaining and implementing a "closure
plan" which will ruminate 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
Auther applications of animal waste during the crop season.
21. Highly visible permanent markers shall be installed to mark the top and bottom elevations of the temporary storage
(pumping volume) of all waste treatment lagoons. Pumping shall be managed to maintain the liquid level between the
markers. A marker will be required to mark the mwdinum storage volume for waste storage ponds.
22 Soil tests shall be made every two years and a liquid waste analysis be taken at least twice each year consistent with
waste utilization plan. Poultry litter shall be tested prior to application. Soil and waste analysis records shall be Inept
for five years.
23. Dead animals will be disposed of in a manner that meets NC regulations.
MRCS, NC
3UNE, 1996

North Carolina Agricultural Extension Service
t.
A.ri-Waste Management
Biol� and Ari=1ftffW rngm =ng North CmmU= Stye univff isy
aF LM lMUCdnON WA"M
Jams C. Barker*
A. Sari -Solid Lot S*aarn
L. Scraped directly txom lot into spreader
a. Yuma laisded sprrsader, collect shout 2 lbs of no==@ from
di.ffissoat locations u*iaS naesaatallu 061106co .
L.L. Frain NtW:N .
a. collect about 2 lbs of asm=e troy umber the Macs e=vst
{ avoidbi Hai materials and usUg coslstsllie colleczoss.
3. Liquid Rumm Sl=ry
i . Bader -slotted- floor pi:
a. Litaad a 1/2' ==orallic ecruduit open on both ends into
m==-a to pit floor.
b . Seal upper and of condmit (e.g.. by placin a thumb over sad
of chit) Sapping aa==e that has entered lower and. mauve
and aapcy slurry into plastic bucket at no= tallic container.
c . T&ka s+bsaaplas f = 3 or more locations or at least l quart.
d. Mix and add about 2/4 pint to nocmetallic sm*le amcAtaaar.
&a ' U. Exterior stassp basin or tank
a. Asks ear aims has bees ell mired v tk a liquid se09v
chopper-a;itator gasp or propellar agitator.
b. ?stir Wiles ltm about S pit lssatiaos, 9 a0zacos p�
or ftm ame m spresdor md p1me In a Plana* baoblw.
•� • ad t, siolesieal and �rias�ltal
pspast,rmt, iorCh deslixs State QeiVersity. SaleiO. SC.

so.
.
At (.Ii tIn,-nt H
V:I k. _ of 3
II. SM%Z MUARATION AIM Ti!►2es U
A. Place sample into an expandable container that urn be sealed. Riess
residues from container with clean rater but do not use disinfectants,
soaps, or treat in any ocher way.
B. Pack sawle in ice, refrigerate, freeze, or transfer to lab quickly.
C. hand -delivery is most reliable way of sample transfer.
D..If mailed, protect sample container with packing material sur-h as
nevspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
L. A&L Festern Agrieultnral Lb, Inc. iii. Polyfoam Packers Corp.
7621 Qhitepine Road 2320 S. foster &vanuo
Bicbx=d, VA 23237 _ 9heeliag. II. 60090
Ph: [phone] Ph: [phone]
Li. Fishes Scientific Co.
33LS Yiatan load
BAIailh, 5C 27604
Ph: [phone]
iv. RASCO
901 Jmesri] 3A Ave2m+s
Fort Atkinson, 41 53533
Ph: [phone]
!. Private amdyti.cal labs are available, but saspla amlyaas are costly.
C. The NCDA pycow des this service for North Carolina residents.
i. Address: Sasth CarolSaa Departomt of Agricultuss
Agronoaic Division
Plant/WaSte/'Solatisa Advisory Section
Slue Ridge Road Center
P.D. Box 27647
Raleigh. SC 27611
Ph: [phone]
Attu: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii.. Include the follovi:rtg identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine-mursery, finishing; turkey -brooders.
brooderhousa, grower, mmober flocks grown on li=tar; etc.)
a. 'Waste type (dairy -lot scraped nanny*, liquid slurry; sviss-pit
slurry. lagoon liquid, sludge: broiler -house litter, st*vc pile
iv. Routine analyses performed on all aauples: V. P. I. Cs. V9. Va.
S. To. MR. ia. Ca. S
v. A+dditioael analyses perfo% ed upon request. Mi. No. U. Mi. Fb

KEEP THIS WITH YOUR CERTIFICATION AND OTHER WASTE
MANAGETI/ffi T RECORDS
Before the end of 1996, all Carroll's company farms and grower
farms will have a new addition in their waste treatment lagoons
a LIQUID LEVEL INDICATOR. Though simple in design, this tool
will go a long way in assisting all of us to better manage the
liquid level in our lagoons.
In order to complete the project this summer, Bruce Jones has
been contracted by Carroll's Foods to install indicators on
grower farms. Using survey equipment and a boat, Bruce will
determine the lowest point on each dike and set the indicators at
the correct elevation. The indicators will be located in the
most visible area of the lagoon and close to the irrigation pump
if possible. Each indicator will serve the following purposes:
1. SHOW THE MAXIMUM LIQIIID LEVEL (this is the top pipe and is
located below the 1 foot freeboard and 25 year 24 hour storm).
The newer indicators are painted red down to the maximum
liquid level. If the liquid is in the RED, the farm is out of
compliance.
2. SHOW THE HALFWAY POINT (this is the middle pipe and is 1 foot
below the maximum level and 1 foot above the minimum or stop
pumping level). Waste management operators are encouraged to
utilize this level for pumping during the spring and summer
months. This will allow extra storage for periods of wet
weather or extremely heavy rains.
3. SHOW THE MINIMUM LEVEL (stop pumping). This pipe will be 2
feet below the start pumping elevation for most lagoons.
Irrigating below this level will reduce waste treatment
and can result in odors and less breakdown of solids. It is
strongly recommended that all farms be at this level when
going into the winter months.
Like many other management tools, the liquid level indicator is
no better than the person who uses it. If even one spill can be
prevented, this effort will be worthwhile for the industry.
MAXIMUM LIQUID LEVEL START PUMPING
HALFWAY LIQUID LEVEL USE THIS LEVEL FOR BEST MANAGEMENT
MINIMUM LIQUID LEVEL STOP PUMPING

DaWlight LW`rimetar
Plot of tha contour data for the surface:
Proposed
Project:
Drawing: BOBCAT FARM EXP.
Number:
Location:
Bid Date:
Engineer:
Owner%
Estimator:
Prepared bU: using 5itawark
(LS�ST F57"iMnrFS J;AVo 0/401 SOIL SdedVj
ok,r7VA[ ASR-,�:s Y1�+,.ai-43F �1.lip��,
A U _ 70.3 A c
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Ac
Ar (pre3ro;E0 '=4k1M)
43.7 a�
8 r g . 8 Ac
7 9 • o AC
Nrr:�s
�Z �4itiifar�
18 nc.
F
8 /AC.
A tire" -IF Nt A VICi _ HE:.
F1,
XIs~U-�5
CARROLLS FOODS, INC.
WARSAW NC 28398
Now
Project: II o he 1k r *k Z.
Drawing: S4%A,4 r- k I- L nMA
Location: s IRil S S wwwNs Do— CIO • .
Engineer:
owner: Rti 1M4Oy�Lt-- -

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44 At
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CARROLL'S FOODS, INC.
WARSAWNC 28398
'2 Project.
sk A
'Drawing: Ascs
�Location: s Lt-* k�
Engineer:
Owner,
4e,
;Scale: 6 �.9'
Prepared By: NON to —,AL

ZONE X
sk
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ZONE X
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CARROLL'S FOODS, INC.
WARSAW, NC 28398
W\A4
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op
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CARROLL'S FOODS, INC.
WARSAW NC 28398
ar fir. '
Rom- �� ` �', ��� �•� ,� •� �j., ; Project: - B agcr4T ��
Drawing: Sr.5
r ;'i% � ✓- 1� Location: svz 1]) A
Engineer.
Owner
"
75
o " �. IN781faA-GEPCOGL Scale:
HARAELLS (N. C 47) s ML r� -tared B
VALLti�r (14.4 N. C 4T) 74 Mf.
ROAD Cl Abbirl-11-
prwrmsV highway. Isght-duty roaw Barn or :iFfsi
hard surface . - . - - - impoved satce _ -
SIMRf�Arel h{RMs.f�

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twampson Coin
North Carolina's largest county, 963

Flaw Crao Gun Cart -MM galvanized !;cay is
standard equipment- An optional Low Profile
Gun Cart is also availaale.
Low Pratile Gun Cart (Galvanized 3oay).
Performance Information
I Modei
' cw
:Ni==
I SPRINKU-4 : • WE =,-
_ -3-
; .scaES yvi ,
PRESSURE
PRESSURE
VIiM
''-F-4G,H
I ! INC4 :N
(P.S.1.1
(P.S-L)
(Ft.)
I (FL - VAX}
1 3 DAYS
t T-lOA
290
104
70
240
3 1370
i 72
.atn
300
107
70
250
1375
I Ti ;
= N1= ON
Sa20GR
�
350
I 116
70
I 260
1380
90
SprinKler
=
i 125
70
Z70
13W
102
j
450
138
70
- 250
} 1390
115
480
{ 145
70
I 290
I 1395
j 123
T37A
220
99
70
220
1160
56
with
250
104
TO
230
1165
64
NELSON
300
113
70
245
1173
77
SrR1SGR I
Sprinkler
350
125
70
250
i17S
90
400
127
70
25S
1173
102
420
142
70
260
1 1180
1 107
T30A I
180
104
s0
j 210
1085
46
with i
200
111
sa
215
less
51
SRSON
Sn1_CR I
220
129
70 J
II
22-
1093
56
Sprinkler
240
137
70 ff
230
1095
51
260 :
147 I
ii
70 I
235 1
1098 !
57
Specifications
Model
T40A
T37A
T30A
MUMCSer of Axles
2
1
1
PE Tube I.D. ,In.,
40
3.7
3.0
PE Tune Length (tt.)
1250
1aso
1cce
Dry weignt(ICs.i
91c0
;500
42LA
weight with water ;I113.1
16380
12=1
72-0
Speed Range (Ins mins.)
10-60
10-e0
7-40
Tire size
11Lx15
12.5Lx15
11Lx15
Shipping dim.: (1t in.) '
Length
IS-0
15-3
10-5
'Width
9.10
9-3
7-5
Heignt
12-a
11-10
10-a
• Note: T40ArT=A wo wnesis = 3-3 wiCa
Polyethelene T. Cniy RE.ce _asiSneC sod
`er :he _zinszart --..:ling arc S _crsidered `cr ssz
Ag, -Raln War-=r-^e�!s. ire _ s {e^r =y a '-;Ja3r
r E T uce Re_c'a!r -A 3i2 'sc. ?:Y '?r_3r :5 3va]laC:? ...
recairr,g ne . _ ._ce _,.c t zec:-= =a - =-e= -cr ar-J,
reascn-
PE ut:e Lengths - !- znger .-ya enq--nes =re 3VaNacle r ad
-mr:: Sew!w! mr: a'Jauac:e -..
recces;.
1 %L.II iiz, I
A Lax—# -�Q
600 S. Schrader Ave.. P.O. Sax 290. Havana, IL 3264 4
Phone 309i543--%425 =AX 209i=-•:a-945
.'.v.Cn s :asea ::n C ; Z..,e wereC Z.*arne:er
Standard Features
Radial Inflow Turbine - The heart of the drive system.
This extremely efficient motor delivers quiet. smooth,
c::nbnueus *cwer. all *hewater ycu pump goes through
the Sprinkler. None of tale water is wasted as in dellcws
or -isron drives.
Automatic Shutdown for to turbine motor.
Heavy Duty Chassis and frame.
Speedometer.
Pressure Gauge.
Inflnitely Adjustable Speed Ranges.
Speed Compensator.
Miswrap Safety Stop.
PTO Rewind and Drive Shaft -
Gun Cart with adjustable wheel width.
Hose Guide tc insure rrcper packing of hose.
Turntable.
Nelson Slew Reverse Gun ,rrittl -ing rues.
Lifting Mechanism "or gun :an.
Stabilizer Lags - "Heav,'i :Qr,;, ;:ark dc•.vr style.
4" Su
nply Hose x 00 'cng Witt' maie ring 'eck
nixed Soccl Snake -ec sires -c cr,cff aciust.—erts.
Facloraof C:utf1 --urMira _rr- -�C gives e
ergageC �.ir%.,t recusly.
3er—sa �: _ w - ---_^ - -� .r. rr's � _� w -� =-es : -s ra'!' -s, -_: �r Yer^:y •: _-rK==-.c_-� �e _ar':-�yra.^�ron .� :�s',eake! s ssaa c� :ems �.:�ao �'xer � x��r �e a ��--x :ea `-na �•
^_.^1'Yi ._3v '•'� :-:3 :_:] �'-•.._-. _..3'. :s :.:_'S'� :?S :::-! _�! r arw '.;tan C'C' NC.'1J''='I.
GK - area�u.s-x

A
North Carolina Acyricultural Extension Service
_ <Yri-Waste Ntanagement
Biological and _4gric-jirural Engineering Vorrh Carolina Stare Universiry
LIVESTOCK{ WASTE SAtNPLING, ANALYSIS AsYD CALCULATION
OF L.AI D APPLICATION RATES
James C. Barker*
L S U PLE COLLECTION
A. Semi -Solid Lot Manure
i. Scraped dir=,ly from lot into spreader
a) From loaded spreader. collect about 2 lbs of manure from different locations using
nonmetallic coliec:ors.
ii. From Storage
A Collect about 2 ibs of manure from under the surface crust avoiding bedding materials and
using nonmetallic collectors
H. Liquid -Manure Slurry
i. Under -slotted -moor pit
a) E.,aend a',.- taonmea is conduit open on both ends into manure to pit floor.
b) Seal upper end of conduit (e.g , by placing a thumb over end of conduit) trapping Manure
that has entered lower end. remove and empty slurry into plastic bucket or nonmetallic
container.
c) Take subsamples from 5 or more locations or at least 1 quart.
d) Mix and add about'/, pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a) -fake sure manure has peen well mixed with a liquid manure chopper -agitator
pump or propeller agititor.
b) Take subsamples from about 5 pit locauon& from agitator pump or from manure spreader
and place in a plastic bucket.
* Professor and Extension Specialist, Biological and Agricuftuxal Engineering
Department. north Carolina State University. Raleigh. NC

11. S VVTLE PRE PAiUkTIOti-,.tiTD� :i-A-NS =.
A. Place sample into an expandable container chat can be sealed. Rinse residues from container with
clean water but do not use disinfectants, soaps, or treat in any other way.
B. Pack sample in ice.:e:rigemm fide, or transfer to lab quickly.
C. Hand-delivery is most reiiable wav of satnnle transfer.
D. If mailed. protect sample container with packing material such as newspaper. box or package with
wrapping paper, and tape-
E. Commercial sample containers and mailers are also available, Contacts:
1. A& L Eastern Agricultural Lab. Inc.
7621 Mutepine Road
Richmond VA 23237
Ph: [phone]
2. Fisher Scientific Co.
3315 Winton Road
Raleigh. NC 217604
Ph: [phone]
3. Polyfoatn Packers Corp.
2320 S. Foster avenue
Wheeling, IL 60090
Ph: (312) 3984)110
4. NASCO
901 Janesville avenue
ron Arkinson. WI 33538
Ph: (414) 363-24 46
F. Private analytical labs are available. but sample analyses are costly.
G. The NCDA pra%ddes this service for North Carolina residents.
L Address: North Carolina Deparau=t of Agriculture
ii. Agronomic Division
Plant/Waster Solution Advisory Simon
Blue Ridge Road Canter
P. O. Box 27647
Raleigh. NC 27611
Ph: (919) 733-265�
Arm: Dr. Ray Campbell
iii. Forward S4 along with the sample
n+. Include the following identification information with sample:
a) Livestock spec es (dairy, swine. turkey. etc.)
b) Livestock usage (stitiine-nursery, finishing, *urkey-breeders, brooderhouse. grower. number
flocks strovm on litten rtc.)
c) Waste type (dair --lot scmiced manure. liquid slurry: swine -pit slurry, lagoon liquid. sludge:
broiler -house litter, stockpile)
v. Routine analyses oerformed on all samples: N. P, K_ Ca_ 'Mg, eta- S. Fe. 'An- Zn, Cu, B
vi. additional analyses performed upon request: DM, Mo. Cd, Ni. Pb

=MrrA-i
WASTE U'TlLIZ-.TION PLAN
REQUIRED SPz'C711GATIONS
L Animal waste snail not =cn sugar waters of the state by ;ono$ dries manmade ronvcyancm dir-- appii=cn, or
direer discharge aurrag operaucn or and application. Any discharge of waste win= reaches suri= ,.rater is
2. There must be doc-venation in the design folder that the producer either owns or an a notarized aft :or use of
adequate land on which to pro1criY apply the waste. If the producer does act own adequate ?and to prope`iv dispose of
w&-or, hrishe shall provide a copy of a nonarizd agreexneuz with a landowner who is within a reasonable proximity,
anowiug himrher the Use of the land for waste application. It is the responsibility of the owner of the ,!=hry to secure
ate update of the Waste U 'hzm ?!an when ;here is a change in die operation, roar:=e in the number of animals.
method of = ization, or available land
3. Animal waste shall be applied m me= but not the Nitrogen needs for realistic r ap yields based on soil type.
availablemoisaxre, historical data. ciiraate conditions. and level of management. unless there are reguiatYous that
t . ttie rate of application for othc ntruienas Ac vai yicids may be use in lieu of realistic yield tables at the
discr.aon of the planner.
4. Animal waste shall be applied on and eroding less :han 5 tons per ac.--- per year. Waste may I-e applied to land thatis
eroding at more Than 5 tons but less than 10 tons ,per acz—. per _rear providing gals filter strips are installed -where
znno$1mves the field. (See : OTG Standard 393-Filter Strips)
5. Odors can be reduc::d by injecting the waste or dislaag after waste application. Waste should not be applied when there
is danger of drib from the irrigation field
6. When animal waste is to be applied on acres subjecr to flooding, it will be soil ix=rporated on conventionally tilled
cropland When applied ro caaservation r71d cops or grassland, the waste may be broadcast provided the application
does not o= during a season prone to flooding (See "Weattrer and Crimple in .Nonh Carolina" for guidanzw )
7. Liquid waste shall be applied at mtess not to ext=i the soil mEltradon raze such that rinoff does not o�.rr arTsire or m
suaa= waxers and in a method which does not cause drift from the site during application. No ponding should ocr
in order to control odor and flies_
8. Animal waste shall not be applied to saturatd soils, during rainfall events, orwhen the surface is .
9. Animal waste shad be applied on actively growing crops in such a manner that the crop is not covered with waste to
depth brat would prokabit ,gtovnL The potential far salt damage from animal waste should also be nsidcrec
10. Waste nutrients shall not be applied in fall or primp_* for spring planted w ops on soils with a high potential for leaching,
Waste matrieat loading rates an there soils should be held to a minimum and a suitable winter cover crop Waned to
take :rip released autri=zs. Waste shall aot be applied more than 30 days prior to planting of a crop or=orages b-=Iang
dormancy..
11. Any new swine :aciliry sited on or 3t3er Oc:cber 1, 1995 shall rornpiy with the=oilawing: T'ne outer perirne*,er of the
land area onto which waste s apclid �: om a lagoon '�lrnt is a campoaent of a swine sisall b= at least 50 iert from
any residential �roperr: boundary and :*om am perennial sz<.am or :fiver other :hnn an ..gatien ditch or zanal.
NRCS, NC
IWE, 1996

Eu-UBl.i A -
WAS _ s, U'i MIZ ITION ?LCN
R QUMED SPH=ECATIQNS
(C „, .,.-.:)
Animal waste other hen swine: arasm 2_-Iom Mines sited oat or orh-- Ccmoer 1. 1995, shah act be applied :.'oser than
25 fe t m su== crate: This di_��c- may be ^dazed for waters that are not percaaial provided adequate vegmanye
farce snips are prescit (See Standard =9= - rr— t-- Strips).
U Animal waste shall not be applied ::I than 100 feet fiom weds.
13. Animal waste shall not be applied :..'cser than =00 :ert of dwellings other than ;hose owned by landowner.
14. Waste shall be applied in a manner act :o rem other property and public right-of-ways.
I5. Animals waste shall not be discharged into surfs= asters, dminag_arays or ;vedands by a discharge or by avm-
spravin; Animal arasze nzay be applied o peer mnvc:'ted :.ropland provided it 3as b�:u approved as a and
applucatious site by a ".echnic l sp�3UsIC. ;njm-ii vasze appliedon grassed+ .va=xays snail be at agrmnomic rac
and in a manner that mess = nL:off or 3r:jt. gun the site.
16. Domestic and idusaial ass-m gun xasadawn ii = showers. miles, sines, e•:.. shalI not 4c discharged into the
animal waste management -Vstem
17. A protecdve ewer of appropriate veg=ration will be tstaalishd an all disturbed arm (lagoon embankments, berms,
pipe runs, mac.). Areas shall be fenced_ as ne=ssary, to protect the vegetation_ Vegetation such as trees, shrubs. and
cdmx woody specdes, mac. ar limited :o areas where coundcred appropriate. Lagoon areas should be inept maw+d and
ar ssi'ale_ Lagoon berms and swac=r= should be inspected . ;ulariy for evide:ur of =sion, leakage. or discharge.
I& If animal production at the fir+ s t.--minand, :he owner is :-monsible for obrainiag and implenn=ning a 'clef
Plan' which will tli= �r� � posszBum of an :il l dischar;^, pollution and armsion.
19. Waste handling structures, piping. p=ps. reels, cm_, should be insp=ed on a regular basis m prevent breakdowns.
kak5, and spills_ A regular maint=nce che^ci :ist should be kept on site.
20. Animal waste can be used in a rotation that inc:udes vegetables and other - ops for direct human consumption.
However, if lnimal waste is used on =ps for dime human consumption it should only be applied prepUmt with ao
further applications of animal waste during the crop season
21. Highly visible ;amanent mark--s shall be installed to mark the tap and botrom se -rations of the temporary stcr3ge
(Pumping volume) of an vast: =-...nu=t lagoons. ?umpma shall be aanagcd to maintain the squid level berwern :he
maxk`rs. A marker: will be :cqui.-r_' :a mark he mcmum storage volume for waste stone ponds.
2 —1 Sail tests Shall be made zver ,, :w'o =-errs and a IiQi;id Nasc analvsis be talc—_ at I=st -Mce each ;ear mnai:.C= with
Warne "bli-mbon plan. ?Suit-_ :lice s:Rail be :es-.d prior :o application. Soli .and waste srsivsis :----;)r,s ::tail ba k=
for hve ti=us.
23. Dead animaic will be disposed of a ma.rner :iaat m-_ts NC rzzL Iauons.
NI RCS, �

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site specific Practices
Farmstead • Swine production Vegetative or wooded buffers;
Recommended best ulluiageincid practices;
Good judgment mid common sense
Animal body surfaces • Diny manure -covered aninials Sr Dry flours
Floor surfaces • Wet Manure -covered floors 57SIolted floors;
11?'� Walerers located over slotted flours;
n Feeders at high end of solid flours;
fa' Scrape rrlanure buildup horn flours;
CI llndcrilour ventilation for drying
Manure collection pits • llrille; Frequent ularlure reuloval by flush, pit recharge, -- —
Partial Illictobial decomposition or scrape;
© Onderiloor ventilatiou
Ventilation exhuusl fares
• Volatile bases;
Fan Inainlenance;
Dusi
111'�'Gllicicnl air niuvemcul
lidour surfaces
• Dust
W Wasllduwn between groups of aninrals;
n heed additives;
Cl Feeder covers;
W feed delivery duwuspuul extenders to feeder
Covers
Flush lacks
• Agitation of recycled lagoon
CF Flush lank covers;
liquid while lacks are filling
n Extend fill hues to near bullow of ranks wills
Wili-siphon VCHIS
Flush alleys
0 Agitation during wastewater
❑ Underfloor flush Willi ullderlitior vvillilalion
cwlveyance
Pit recharge. puiuls
• Agitation of recycled lagoon
Fixleid recharge lines lu ueal' boUuul of Ails
liquid while pits are filling
Willi unii-sil?llun vents
Lift slutious
0 Agitation during sump tank
fa Swup lank covers ----
frlling and drawdown
Outside diairi cullcclion
• Agitation during wastewater
Cl flux covers
or juncliun boxes
conveyance
AMOC - Nuvumbcr 11, 1996, I'age 3

Source
Cause
RMPs to Minimize Othir Silt: Specific Praclices
End of diaiupipes at
a
Agitation during wastewater
C) Extend discharge point of pipes underricalln
lagoon
cullveyallce
lagoon liquid level
Lagoon surfaces
•
Volatile gas emissions;
In Proper lagoon liquid capacity;
•
Biological Irnixing;
O Correct lagoon slatlup procedures;
•
Agitation
0 Minimum surface area-lo-volume ratio;
13-1Minimuin agitation when,pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler
I Iigh pressure agitation;
p 1rrigale on dry days with little or no wiled;
nozzles
0
Wind drill
Q-"Minimum recommended operating pr.vssure;
Pump intake t►car lagooi liquid surface;
n Mill► lioln second-slage lagoon
Slorage wilk or kit in -
-:
Palli'al microbial decomposition;
n Ilaltunl ornlidlevel loading; —--_w_.w----- — �~—
surface
•
Mixing while filling;
C] 'tank covers;
•
r1 giiation when emptying
C1 Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surf,lce — --•
Paitial microbial dccornposilion;
❑ Extend drainpipe outlets midemeath liquid
•
Mixing white tilling;
IcVet;
Agitation when emplyiiab
n- Remove settled solids regularly
Manure, slurry or sludge
•
Agitation when spreading;
CI Soil injection of slurry/sludges; -- -- --
spreader ClUdets
a
Volatile gas emissions
❑ Wash residual manure fioni spreader after use;
CI Proven biological addilivla or oxidants
Uncovered lawillrc,
0
Volatile gas emissions while
13 Soil injection of slurry/shidgcs
slurry or sludge: all field
drying
M Soil incorporation within 48 firs.;
surfaces
❑ Spread in thin uniform layers for rapid drying;
n Proven biological additives or oxidants
Dead animals
�.W-CaSS llcconlposiliun
l raper tlispasiliun ofcarcasses -- — --
Dead air mar di4im ;al.__._..-._.•._.__(.,ilcasS
dccorllposililnl
Cl f;oriaplcic covcriug of e:arcasses in huri,ll pits;
Ails
n i,roper locationlconsiruetiou twdislwsai pits
la1GnCCillUr5
•
Ineullipielc C41nb4511011
n Secondary slack hlmicr,S
At`1 Nuveuitier I I,
i�Ji)ei,
1'al;l t
�'
ti

Source __ _ Cause BNIPs to Miuiiuize Odor Site Specific Practices
Standing 1Yutef aru{gut lulllruper drainage; ® Grade and huldscapc such that water drains
facilities !Microbial decomposition of away front facilities
Urgallic mailer
Manure tracked oiuu 1'uul ly ulaiiilaiiicd access roads 67 Farmaccess road nlaiiitctiauee m
public rood; tiow farlit
access
Additional Information : Available From :
Swine Manure hianagement ; 0200 Rulef[3MP Packet NCSU, County Ex1et15i011 CCltter
Swine Production Farilt PulClltiai Odor Sources and Remedies ; C-BAL'• Fact Sheet NCSU - BAI:
Swine ProdliCIiUli FilLi lly I hllllrC Management: Pit Reellarge - Lagoon Treatment ; EBAE 128-88 NCSU - IJAE'
Swine Prolluctiuu Faeilit)' F,[WIWre Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88 NCSU - BAH
Lagoon Design alld hlan,ll;clnerlt for Livesluck Manure Treatment and Storage ; EBAE 103-83 NCStJ - []A H
Calibration of Maiiuw an11 1V,Iswwwer Application Equipment ; EBAE Fact Sheet NCSU - BAE
Controlling uL1„rs I1111 SkViue Iiuilklings ; 11111-33 NCSU - Swine Exicnsiun
EllYlr(AmnGlllal Abs mUiILC 1'l0graill ; tATC Manual NC fork Producers Assoc
Options for Mun:lging Odor ; it repots IrUill the Swine Odor Task Force NCSU Agii Cummunicatiuns
Nuisance CL)OLcrns in Ani11011 t,lonur4 tvfariagcnlenl: Odgrs and i'lics ; IIA0107, 1995 Conference Proceedings Florida Coupelalive Extensiuu
AhiO(-" - t luvcllll,cr I I , 191)(1, I'ag1: i

10
Insect Control Checklist for Animal Operations
Source
Cause
BMPs to Coutrol 1115CCIS Silt Specific Pracliccs
_
Liquid SYleuls
Flush Gutleis
^
• Accumulation of solids
n
Flush syslwu is designed and operated
sullicicully to remove accumullatcd solids frollt
guiicrs as designed.
A
Remove bridging of accumulated solids at
Jischai ge
Lagoons and Pits
• Crusted Solids
n
Maintain lagoons, settling basins and pits where
pest breedlllg Is appereW to mioWi w !lie
chusliug of solids to a deptli of 1►u mole Ilian 6 -
Il inches over mare !lean 30%6 of w iifucc.
Excessive veg aalnvc
• Decaying vegetalloll
f"aimum
vegetative coidiol along bunks of
61UwIll
lupwis and olfier nnpoundincias IU pavvUld
UVWililulatiUn ul decaying vcg,'elative 111aller
alum' walei's edge oil impoumdnienl's petimeter.
Dry Syslems
Feeders • feed Spillage ❑ Design, operale and maintain fired systeuls (e.g.,-
bilnkers alld lruug;hs) to uliniulixc the
accuunulatiuit of decaying wastage.
0 Clean up spillage un a ruutinc basis (e.g., 7 - 10
day gnlcrval during stuninw, I5-30 day interval
during; winter).
feed Storage • Accuululations of feed residues M Reduce ntuisitue accumidatiuu within and
aruulid innml:diate pcl imwwr of geed storage
areas by insuring drainage away Bout site
and/or piuvidinng; adcqualc cuutaimilenl
cuveied bill Cur brewer's grain and similar High
muislure grain ptuduels).
Cl lnspecl fur anld lemuvl: ur break 6111 accuniulaNd
solids iu filter ships anniiid li:cd slurag;e as
needed.
AN," `- Nuvennber 11, 1996, Page I

G
OCR � v 1y�37 .
lt-'R�RIGATION
DESIGN
CERTIFICATION
BOBCAT FARMS #2
4800 FARROW TO WEAN
June 18, 1997
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
MRCS, DEM, and all ot)jjr,� tare and Local Regulations
to the best of my kRd�11ed*bglief.
`\ O�, • .......+•�/� ..-fir
SS10 .9
EAL :
6// eL
M. Floyd A&MBOF.I. Date
License No. 122S '
OYD.P�P``.
t`ttttrr:tsta�t�i

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Bobcat Farms/Henry Moore II
Address: Elizabethtown Hwy
Clinton. NC 28328
Telephone: [phone] _
TABLE I - Field Specifications (1)
County: Sampson
Date: 619/97
Field
Number (2)
Approximately
Maximum
Useable Size
of Field (3)
(acres)
Soil Type
Slope
M
Crop(s)
Maximum
Application
Rate (4)
(In./hr.)
Maximum
Application
per Irrigation
Cycle (4)
(inches)
Comments
1
12.6
Au
0-6
Small Grain (Hay)
.6
1.2
1
12.6
Au
0-6
BermudaGrass (Hay)
.6
.95
2
2.3
Au
0-6
Small Grain (Hay)
.6
l.2
2
2.3
Au
0-6
BermudaGrass (Hay)
.6
.95
3
6.1
WaB
0-6
Small Grain (flay)
.6
1.2
3
6.1
WRB
0-6
BermudaGrass (Hay)
.6
.95
4
-`;c .r 66.4
BoB/WaB
0-6
Small Grain (Hay)
.75/.6
.95
4
.» 66.4
BoB/WaB
0.6
BermudaGrass (Hay)
.75/.6
.75
ti) t aoie to tie wmpieiea in ns enarery oy riciu vtnce personnei anu rvwarucu to inc irrigation system aesogner.
(2) See attached map provided by the Field Office for field location(s).
(3) Total field acreage minus required buffer areas.
(4) Refer to N.C. Irrigation Guide, Field Office Technical Guide, Section I & G. Annual application must not exceed the agronomic rates for the soil and crop used.

i7'AiMM - ':ftwiling1l"atioMn Sc�s M M 11W 10 t& M M 16 Z M M M M --M
Make, Model and Type of Equipment:
Field No. (1)
and
Hydrant No (3)
Travel
Speed
(ft/min)
Application
Rate
(inlhr)
TRAVEL LANE
Effective Effective
Width (fl) Length (ft)
Wetted
Diameter
(feet)
EQUIPMENT SETTINGS
Nozzle Operatoring Operatoring
Diameter Pressure Pressure Are
(inches) @ Gun (psi) Reel (psi) Pattern (3)
Comments
(Acres)
1-1
2.81
.5
240
1000
320
1.08
80
119
230
5.51
1-2
2.81
.5
240
880
320
1.08
80
119
230
4.85
1-3
5.62
.6
120
760
160
1.08
80
119
175
2.09
2-4
5.62
.6
120
820
160
1.08
80
119
175
2.26
3-5a
2.81
.5
240
700
320
1.08
80
119
230
3.86
3-5b
2.81 1.5
240
410
320
1.08
80
119
230
2.26
4-6
2,81
.5
240
1060
320
1.08
80
119
230
5.84
4-7
5.62
.6
120
240
160
1.08
80
119
175
.66
2.81
.5
240
820
320
1.08
80
119
230
4.52
4-8
2.81
.5
240
700
320
1.08
80
119
230
3.86
4-9
2.81
.S
240
990
320
1.08
80
119
230
5.45
4-10a
2.81
.5
240
1000
320
1.08
80
119
230
5.51
4-10b
2.81
.5
240
1100
320
1.08
80
119
230
6.06
4-1 la
2.81
.5
240
700
320
1.08
80
119
230
3.86
4-1th
2.81
.5
240
1100
320
1.08
80
119
230
6.06
4-12a
2.81
.5
1240
700
320
1.08
80
119
230
3.86
4-12b
2.81
.5
240
880
320
1.08
80
119
230
4.85
4-13a
5.62
.6
120
470
160
1.08
80
119
175
1.29
2.81
.5
240
350
320
1.08
80
119
230
1.93
5.62
.6
120
230
160
1.08
80
119
175
.63
4-13b
2.81
.5
240
1100
320
1.08
80
119
230
6.06
4-14a
2.81
.5
240
470
320
1.08
80
119
230
2.59
5.62
.5
120
410
160
1.08
80
119
230
1.13
4-14b
1 5,62
1 .5
120
760
1 -160
1 1.08
1 80
119
1 230
1 2.09
attar map provided y the FielU Office for field location(s).
(2) Show separate entries for each hydrant location in each field.
(3) Use the following abbreviations for various are patterns: F (full circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degree of arc in degrees.

�'YAli3. -AMA Set Uatioi: 1 Se,64, iMl 'M >= M Mft. M M t M, = " M -M
Make, Model and Type of Equipment:
Field No. (1)
and
Line No. (2)
Number of
Hydrants
Wetted
Diameter
(feet)
Hyedrant Spacing (ft)
Along Between
Pipeline Pipelines
Application
Rate
(in/hr)
OPERATING PARAMETERS
Nozzle Operatoring Operatoring
Diameter Pressure @ Time Q
(inches) Gun (psi) Hydrant (psi)
Comments
(1) See attached map.
(2) Show separate entries for each pipeline with hydrants in each field.

CM i -WLE ,=Ariga43yst peci ns i
Traveling
Irrigation Gun
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm)
210 x 2
Operating Pressure at Pump (psi)
166.7
Design Precipitation Rate (inlhr)
.5 - .6
Hose Length (feet)
965
xxxxxxxx
Type of Speed Compensation
Mechanical
xxxxxxxx
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
68
TABLE 5 - Thrust Block Specifications (1)
Designer may provide thrust block details on separate sheet.
LOCATION
THRUST BLOCK
AREA (sq. ft.)
90' Bend
9.2
Dead End
6.48
Tee
6.48
45' Bend
4.96
Ground Entry
11.96
See USDA-NRCS Fieldice TecEnical Guide, Section IV, Practice Coae -DD.

0 i 114*GA4%N MTE E� . E101
Name: Edwin 1_ Matthis, Sr. _
Company: Matthis/Revelle Agri. Products
Address: P.O. Box 1156, Clinton, NC 28329
Phone: [phone]__
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs.:
a i i i-.-i
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas
where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations. required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance. N.C. Field Office Technical
Guide, Section IV, Practice Code 430-DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at
a particular site and address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip jk feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and surface
waters per DEHNR-DEM Code Section 15A NCAC 2B.0200 - Waste Not Discharged to Surface Waters.

. M 9;Q M M M Ml ftrati" Irrj"n Sy P' Op"or: M " i M M M _-M
Describe the operation of the system in the space provided below or on a similar sheet most convenient to the designer/supplier. Include procedures such as
start-up, shut -down, winterization and regular maintenance of all cquipment.
Follow all required specifications of the Waste Utilization Plan, exhibit A-G & A-7. Read and familiarize yourself with manuals, provided with
equipment, as to proper procedure, winterization, routine maintenance, record keeping, troubleshooting, etc... The underground PVC needs very little,
if any, maintenance. If leak develops, terminate irrigating, and repair immediately. After the pipe has been buried, inspect trench for eroding, because
disturbed earth is more likely to wash away than undisturbed earth. If erosion is noticeable, repair the erosion so that runoff will not be a problem.

According to data furnished by the Owner and CarroIl's Foods, Inc, of Warsaw N.C., this is a 4800
farrow to wean. The annual amount of plant available nitrogen produced by the animals is approximately
25920 lbs.
Soil types on the farm include Autryville in fields 1 & 2, Wagram in field #3 and a combination of
Blanton and Wagram in field A.
The Nutrient Management Plan, developed by Carroll's Foods, Inc., uses a cropping system of Coastal
Bermuda Hay overseeded in the fall with small grain hay. The total acreage specified in the plan is 93.3
acres. This acreage creates a deficit of 3,503 lbs. of nitrogen. This irrigation plan is unable to
effectively wet the total 93.3 acres, however, it can effectively wet 87.08 acres. Based on conservative
calculations, this amount will be sufficient to meet the needs of the farm operation. See Attachment I
for details of calculations.
The producer owns one A1030PT Reel Rain with 965' of hose and a Nelson 1505R 24' gun. His system
is designed to run a 1.08 ring at 80 PSI which yields 320' diameter and 210 GPM. He also owns a John
Deere 4039D with a Berkely B3JQBM pump. I have informed the customer that at 210 GPM he would
have to pump 124 days a year which is unacceptable since you are only allowed 100 pumping days a
year. The producer has agreed to buy another traveler to reduce his pumping days to 62.
This design is based on running two travelers at 210 GPM per traveler which the total rate of irrigation
is 420 GPM.
The travel lane spacing is 240'. The wetted diameter is 320'. The percentage that is effectively wetted
is 240/320 = 75 % . There are 6 risers that involve a half circle somewhere on the pull. Most of the half
circles are on the Blanton soils which has a maximum application rate of .7. My calculated precipitation
rate is .64 on the 175 ° arc. The precipitation rate of 230' arc is .49.
The application rate .5 inch. To apply that amount of wastewater will require a travel speed of 2.81
feet/minute for the 230' arc and 5.62 feet/minute for the 175' arc.
A pump with a capacity of 420 gpm and a pressure of 386 feet of head will be needed. A pump curve
for the pump that the producer owns has been included. Horsepower requirements have been calculated.
Friction loss has been calculated using the total footage of pipe needed. This allows for more horsepower
than is actually needed.
[I]
Y

ATTACHMENT I
RE -CALCULATION OF NITROGEN REQUIREMENTS
TRACT
FIELD
NO.
SOIL
TYPE
CROP
CODE
YIELD/
ACRE
LBS N.
/UNIT
ACRES
LBS OF
N USED
7624
1
Au
C
5.5
50
34.8
9,570
1
Au
L
NIA
50
34.8
1,740
2
WaB
C
5.5
50
25.0
6,875
2
WaB
L
N/A
50
25.0
1,250
3
BoB
C
4.5
50
18.0
4,050
3
BoB
L
NIA
50
18.0
900
4
WaB
C
5.5
50
10.0
2,750
4
WaB
L
NIA
50
10.0
500
Total Lbs of N —
27,635
Available Lbs of N =
25,920
Surplus or Deficit =
-1, 715

BOBCAT FARM #2 CALCULATIONS
PRECIPITATION RATE:
Precipilation Rate (PR) _ 96.3 x Q x 360
3.14 (.9 x r)2 w
GPM — 210gpm
r (Radius) = 160'
For Arc of 230
For Arc of 175 °
96.3 x 210 x 360
3.14 (.9 x 160)2 230
PR = .5_ iph
PR = .6iah
TRAVELER SPEED:
(calculations)
Speed = 1.605 x Q x 360
d x w arc
S
= Traveler Speed
1.605
= Constant
Q
= Gallons Per Minute
d
= Application depth
w
= Lane spacing
For Arc of 230'
For Arc of 175 °
S = 1.605 x 210 x 360
5" x 240 230
= 4.4 ftLnyn
= 5.78 ft1min

1,
['1
TOTAL DYNAMIC HEAD:
(calculations)
NOTE: To account fo rhte Total Dynamic Head the friction loss in the mainline as well
as the traveler hose must be accounted for (see the below calculations)
ss2 Q 1.85z
FI = [.2083{ 100 } ' ( )(1 )].433
c D 4.8656
R
= Friction Loss
Q
= Gallons Per Minute
D =
Pipe Size
L —
Length of Line
c =
Pipe Coefficient
Mainline Calculations
Traveler Hose Calculations:
F7 = [.2083(100 )1.s52( 4201.852 )( 8020 )].433
150 5.9934.M6 100
[93.60].433
40.53 psi loss
Fl = [.2083(100 )1.852( 2101.852)( 965 )].433
150 34.SM056 100
(90.441.433
= 39.16 psi loss
TOTAL DYNAMIC HEAD FOR THE COMPLETE SYSTEM:
80psi (spk pressure) + 39.16 (traveler hose loss) = 119.16 (traveler pressure)
119.16 x 2.31 — 275.26'
Mainline Loss — 93.60'
Elevation Within Field — 0.00'
Fitting Loss/Suction Lift = 16.17'
TDH = 385.03' or 165.68psi
At Pump PSI = 377.03' or 163226
4,

BRAKE HORSEPOWER
(Calculations)
BHP = Q x TDH
3960 x EFF
420 x 386
3960 x _6
= 68 BHP
CONCRETE THRUSTBLOCKS:
(calculations)
FOR 6" MAIN LINE
90 deg elbow
23 x
200 =
4600/500
= 9.20 s#
45 deg elbow
12.4 x
200 =
2480/500
= 4.96 s#
Tee/Dead end
16.2 x
200 =
3240/500
= 6.48 sgft
Gate Vlve
16.2 x
200 =
3240/500
= 6.48 sgft
Gmd Entry
29.9 x
200 —
5980/500
= 1196 s#

i
1
1
1
1
1
1
1
1
1
I
VELOCITY:
(calculations)
V = Q x .408
DZ
Q = GPM
V — Velocity
D — Diameter Of Pipe
V 420 x .408
5.9932
V = 4.77 ft/sec

I
I
I
I
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DATE 3-1-m
TYPE "B" RATING CURVES PAGE stiP�-as 2JJ2
ENGINE DRIVE Cur"4117 pagezm
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9
�REVELLE
AGRI-PRODUCTS
1
EAmple of different arrangements for thrust blocks.
I D : 9 19 -3 9;-:. - 3 18 4
A
FA
APR 17'97 16:05 No.006 P.20

U.S. UNITS
MODELS F10OT. P1O0T t6 PCS00"r
24•T.".Wv• TAP— 14.aa
BIG GUWPERFORMANCE TABLES
= ' = METRIC UNITS
YODELS FiWT, P100T 3 PC100T
a.SA.
.ear
�'•
Gar DU,
MOmr
35•
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M�a
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G711 01A.
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17 111•
S7 III'
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A 227
9t ZXr
Im 2.0'
++1 2W
13A 2W'
iw 7s7
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a. ITS'
7A ZW
a 235
too 24T
Its 22r
130 2!'15•
150 Tn-
165 2W
60
56 2t5
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91 24r
W 23V
110 20r
125 777
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112 ZW
70
60 :25
75 zW
W ri0•
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,•-0 216•
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1
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79 141r
W 290'
110 2",
la Z J;1
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,05 305
sao Sta'
210 Sri'
A
® 245,
33 2W
,m M'
117 2E3-
1A 795
I•W 306-
,n 315
III 326'
m =r
too
72 a6'
a 3M
lm 260•
Ia 2173•
305•
103 "0'
t93 325
2t1 330'
=5 347'
,1p
76 or
22 Tr6
1,1 2ffi•
t19 303
IW
190 3"'
171 324'
,55 IIS'
� 3A.'
247 255'
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MODELS F1OOR, P100R 6 PCIUOR
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P.51.
Goa,. OM
Gar O
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Gv►1 DM
Gin.. P I Gab. D1w
I GPI.. dtA
-so
74 220'
B8 Z25'
1OD 230-
115 240'
129 250' 15D 255'
167 260'
6D
81 235'
96 240'
11D 245-
125 260,
141 270' 184 275'
183 280'
70
68 245'
1Da 250'
tIS 2W
135 275'
152 290- 177 295'
198 300-
80
94 255'
111 265'
127 275•
IA5 295'
163 300" 189 30.5'
211 315'
90
99 265'
777 275'
134 295'
154 295'
l73 370- 207 315'
SA'A 325'
100
105 270'
124 250'
142 295'
162 305'
182 320' 212 325-
236 3M'
110
110 Z75'
130 290'
149 305'
170 315•
191 325' 222 335"
248 345'
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LA 17 TSD 71A LT. s65 tta 412II.1 0.7 7.»219 s5A1Lss 30.. W. 13t 3.a9, 1
IA
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•7.9a6 SM M-160r.7gW. AM.1tr 4n.y--r1Clm wO I=
MODELS F10OR. P10OR & PC100R
MOmE
01AMETE.
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I VS uJ1,I u
l.l5 Mr.
]LS
•26 16.7 67A
5.56 20.0 99.0
6.]C .=S 7J.0
7.7 7", 73.0
6.,0 29.:
4A
•.96 179 M.6
5.96 21.A 71.6
6. C 2a, 73.6
7.7. 27A 773
4.66 31_
S.0
S57 20.0 7S.a
5.66 2.A 76.7
7 � .27 . ?% 7
A." 31.2 eA .
gm 3A
9A
L10 11.9 79.7
730 2L2 1I27
6.33 XZ 85.7
S..A 34.1 m.7
10.6 3e--
79
GAS 23.7 62-0
7.69 263 65D
9 m � WD
10.2 36.0 930
11-5 .1-.-
LD
7D. 253 µ2
6A3 30.3 693
9 62 3. 6 W 3
11.0 29 a 97.3
,Z3 u '
• •tlr a..w.r. d 11ap. s anpvaw.l.lr ]1. I.6. a u1a 21• ty.act9ry a^Or.611 a1r41wr 7e• ..1e 9ti rp to ,5 •. ••77.1M.IMIM a a.....4ar.a.1..1.1y 11c Y t kw ix 21. 1.fr6C11MT sap%.@ % 4.fa tar 16.
YODELS F15OT & P150T YODELS FIRM a1 P150T
�4• Tnw'tc"- Tier Bug Meal. - sr Traaauv,P T A- a1.lrwr
►SA.
G M D
G•1r DM
G7'r p1, GW DW
Gs.. 014
GP. D1
I GPY D1i
50
100 250•
130 270-
165 290' 205 310'
255 M(r
WO 345-
350 360'
60
110 255•
143 255'
102 305' 225 32S'
275 345'
33D 355'
355 380'
70
120 2W
ISS 3W
197 245 'i9'
ffi 3W
356 380,
415 M,
W
128 2W'
165 3,O•
210 335' 26D 355
315 375'
3W 395'
A45 AID•
90
135 3W
175 327
223 345" 275 365•
335 3W
AM 410•
Am 425'
100
143 310'
195 =
235 355 290 375'
3S6 AW
AM A=
s00 440'
110
ISO 320'
IM 34V
247 365' 305 385'
370 410'
445 A=
SZS 45D•
72D
1S7 »D•
204 350•
259 375' 320 395'
MS 420'
465 A40'
SAS 460'
�1
- -Th. 11.a.yrr a ifv . ■ aae.wr.a.rr 3% W tnr f.e 11 n.rem.y 6n0..
YODELS F150R A P7SOR
2A' Tra"emey- R>n0 Nt17Y19
4
PS1.
GnM Oro
� to
G Du G79I 0.l
G1+. Gam
G7'r OL .
GPM DML
1~i1i¢-
G1.1 DM
50
100 245'
130 2W,165 205'
205 3W
255 32ff
310 775'
350 350'
90-
110 260'
143 297 132 3W225
315'
M335'
330 356'
3335 365-
7D
120 270•
155 2W 1
245 33O'
295 3W
M 365-
All 3W*10
120 250'
3XT 21l) 37Q
260 3AT
315 360'
.39Ci' 392.
�"S- 395-
u
3p0'
T1S 310' 223
185 = 235 3W
ZTS 3ST
2W 390'
33$ 37Cr
355 310'
AM 39D'
425 400'
1
ITS =1
1001
y
SOD 415'
110
ISO 310'
196 300• - 2A7 3W
3W 377
370 390'
"S 410-
S25 425'
120
1ST 315'
ZO4 33S• 256 3W
32D 361Y
395 ADO'
AW A20'
$45 AM'
PP!1 7 W a.9 2',- 1.7.�Y O vw
MODELS F200T A P200T'
27' T7a..Cuv- Tabw Borg N-
►SA-
1LS•
GtV 1)uL
W-MM
1.1•
Gr64 D,A
"Pt"
1S
Gw DM.
pt xt,
17
G►Y 01q
r.mr
lI•
Ga94 0...
aqp.
lS•
rift DM.
I+e�r
lr
G7V D,A
1.p471.
173-
GPM OM.
Mir
It
G9aa WA.
W
250 345'
295 356'
me 375'
3954 390-
445 410'
515 43D'
W AA5'
05 47(r
t25 Am,
70
770 3W
310 3W
355 3W
415 410'
AM AM'
555 45D'
&W A65'
755 AN'
29D $1S-
40
ra sr5'
330 3W
380 410'
"S A30'
515 AW,
5W 470'
675 495'
WS 515'-
950 =.
W
3tD 390'
330 410'
405 42S
AAS-
S45 sm'
= AM'
715 505'
LSS 535'
1W5 SW
IM
MS Oar
I
S70 AM'
AM "T
_475-
Sik AW
575 A90'
-rW- WCr
755 52G'
9OO 550-
106D 575'
110
340 410'
no am,
AA5 A50'
= Am
sm 495'
05 51S'
M 535'
945 sm-
1110 sm.
120
355 A20'
ADS 440
ASS 4W
US AW
®D SW.
TM 53O'
925 SW.
US SW
1160 SM'
130
370 425•
AM 445'
AM 465'
W5 ASS'
655 515-
755 540'
6W 5W'
1=5 SW'
125O 620•
-s,rat.I+A6. aIII— . a9.r.0a..1y 2ti4r l., irt, x• tlarnl.y
.qr WW 9% r tv, W. 1S• 04.-7.Va1.
MODELS F200R & P200R
27'Trwactory- Rw,0 NDt2lf I-
Y- t1r0
1t2r aa..li
►SA. Gr'M C"A
,.- 4••9
(I.Air _.rl
Ga4. D1A.
, � 1t'v
1, 36 .n..4.,
GO" DI&
�k
,.- kinP
n e6- a Aw
GM. D,A
+'- f1w0
111.- aoua,l
Ga DOA
it 11 f
rt iY' .tlu.0
Gn6. 17M
r Nw9
1,13- 6c'ttWl
G71Y OM.
50 230 325-
3rn }SS'
35D 370'
Aio 390'
Oro AM'
S35 4213-
640 435'
W - 250 34V
330 ]7D•
395 39D-
A45 AID'
515 425'
S95 A40-
695 AS.S-
270 355.
355 395-
415 405'
48D A25-
SM "0'
6W 455'
755 475'
67D 290 370'
300 Apo'
445 4W
515 440'
41.
675 AM
sm 49W
91D 310 390'
AM AIS'
475 Am'
SAS 455'
.W
625- 470'
715 4D5'
955 SM
=Inn = 390'
425 425'
SOD 445'
575 .65'
am 490'
755 50D.
low sm
110 340 A00'
A45 .35'
$25 ASS'
605 475'
as 490,
790 510'
945 SM'
120 355 410'
465 445'
545 655'
6W AM'
725 SM'
an sm,
995 $45'
130 3TD 415'
455 a50'
S65 47D-
655 A90-
7S5 W5'
5W 525'
1025 550'
Mo=
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t O.r
tlb.n
O.f-
Or
1.0-
I. I'
27-9.••w
LDS• M3M• Y•
Lis M3,. Y
I LS v3n. M
LAS Maw M
LIS a43n.
33
:.>: uD 76.0
L29 291 62A
10� V'I a5D
13.0 .6.9 9s.o
159 57.+
40
SM 2AA 79A
9A6 31.0 t1S-6
1,2 .0a 91A
139 50-1 979
169 61-C
SD
7A3 Z73 6L4
911 35,7 912
126 .51 96,6
1" 54.0 I=
119 61.2
1A
LA 30.7 W-7
I" M.1 96.7
ISA n_5 104
17-0 61.3 1f0
2172 71.7
7A
2= = 1SD
IM 422 IM
, .5 SX-6 100
IL- 66.3 IW
2ZA 60.7
9A
!Y 34A 11.3
12.5.51 105
1" 571 t,7
TO.., 702 its
24.0 W.3
SD
10.2 3L1 TIM 113.3
.79 110
16.1 6C.6 117
2A9 -23
254 913
- - aw m.w M Aip.r..1.6Mrr 2s tt.t. W - T^ 1r67. y .
MODELS F1SM 8 P150R
2P Tra7a011a1r•11.re 7ta
MG$i
D1A.AE7Et1
am-
27i.n
09r
2a i.n,n
I
PRESSURE
�A62•
14- M3lM• M•
US at36. M
I us W:- M
u5 L. M
u5 M3r�
33'
LAI 211 nA
692 W.0 at 0
10.5 379 47.0
110 bA 91.0
1" S71
4D
115 24.7 79.0
an 320 µA
113 bS 90.0
13.1 W.0 WO
11.0 41.1 '
SD
716 27.6 1Z4
994 312 6LA
12.6 .53 954
15-1 56A 101
19.0 W' '
60
1.W 302 W.7
1" 321 533
132 a1.1 IM
17A 613 106
"X 74.9
7A
1D6 ne fIS
112 d.A 1"
,..9 53.6 1p4
104 662 110
225 W9
6.0
191 34.9 15.4
t2.6 413 ,0,
IS .2 573 I=
MY 70.9 It-
24A 1�
1iD
103 17.0 a
113 .lO 1W
1cli W2 113
Al 7S.1 Ito
2"" 91.7
-n9 •..M.4411.,1w a RW9. P""» 1^ br tI. rt val" ET anon -
MODELS F2W I i P200T
7t0ZELF
0"ETE1t
I for
31,7wa1.
1-7•
VS.1.n
lr
305-33.0_
1-3-IA-
310nr6
I.5'
3L1w.1
1
a91 2
M317, Y
M377t
175 M3+r4
115 I.
u5 M3m Y
US 4311. L
4A
24"3517104
7J ai 1
>93 71l , 7
LS2 „
A 16.9 123
3Z2 I,6 i2l 3.
so
I?J 6L3 III
TEA 71-511
22-701.7 121
2117 MAIN
!D_7 111 132
3rL0 tap 1
60
19D 6121
21A 76.3121
242 W S
1 tr6 IS?
37L7 72t 736
]9 { 142 ,4a .
7.0
2aS717I23
2XS84A 128
211.9915.7 I.0
SI.S 11. 140
36.3 131 ,A's
AZ6 ILT ts2
LD
J MA I
1644 1
7 ,p3 136
117 121 1a.
3L9 "a i52
As,S ,TM 159 _
1A
23A1
BL9 IX30LA
110 142I
362 172 1
a12 1Aa 157
A" 174 16a S
�11.41..aaYr.fr.9+'.6Wr...6" Z%WA
0" SM th im %W 0. 21• Ira Wfta .no.6.
MODELS F20OR & P20OR
710721E
01AaAEtER
12r
3T2Wn
I.A6-
37.1rrw
136-
39.617.••
1 146-
•Z2...•.
Ln-
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a,-,2•
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L7S MSw. M
L15 Yin. Y
Lls rant M
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3S
1A,5 SL3 a
16.9 WI IN
22_2 60.0 r13
T:S.T r 4
M.1 ,p17 v
4.0
715 309 103
202 72A 114
23A 65.5 Ill
275 5 A
323 116 .
LA
17.4 62S 1W
22A 81.. lib
26.6 95.6 12.
=A 110.E 131
36A 130 1:
ILA
"A W5 ,1S
2A2 99.1 125
29.1 106 131
U7 111 137'
39-4 IA2 1.
7A
1" 74,0 119
25.7 963 130
3, . 113 136
36. 131 142
42.6 153 1,
LD
1ZA M.1 123
311,11 1113 13,
33.6 12, 1.0
3" lb WO
A5,5 154 1:
L0
=2 8+9 IV
303 109 737
15A 12e 143
11a 1A9 149
aa.3 17A I1
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HENRY II�IOORE
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AREA INSIDE SPRAY CIRCLE
•
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IRRIGATION DESIGN
BOBCAT FARM #2
WOODS
SCALE: I" = 400'
zonjF r�
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\� zpIVE 138
To BE aFAiIID r :\
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NOTES:
1) THRUST BLOCMG SHALL BE PROVIDED AT ALL BEMM TEESS, DEAD,
ENDSAND MIER SPEQAL RW NGS WHICH REQUIRE RESnVJMNG.
2S MAINLINE PIPE AND LATERAL MALL BE 6' PVC PR m0 (SDR 21) AND
SHALL BE BURIED TO HAVE AT LEAST 3 FEET OF COVER
LEGEND
• HYDRANT LOCATION
O PUMP LOCATION
6" PVC AMAIN LINE
- - - - - - - - - BUFFER
IL THRUST BLOCKING
230° SPRAY PATTERN
1750 SPRAY PATTERN
INSIDE SPRAY CIRCLE TO BE CLEARED
Prepared by: M. Floyd Adams P.E.
Date: June 18 1997