820711_CORRESPONDENCE_20171231

NORTH CAROLINA
Department of Environmental Qual

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NCDENR VparatiXis_icciin"
North Carolina Department of Environment and Natural Resourctee ville',kglc,;a;omI
Pat McCrory
Governor
Henry Moore
Henry Moore Farm
PO Box 646
Clinton, NC 28329
Dear Henry Moore:
Donald R. van der Vaart
Secretary
July 8, 2015
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820711
Henry Moore Farm
Animal Waste Management System
Sampson County
The Division of Water Resources (Division) received your sludge survey information on June
19, 2015, With the survey results, you requested an extension of the sludge survey requirement
for the lagoon at the Henry Moore Farm facility. Due to the amount of treatment volume
available, the Division agrees that a sludge survey is not needed until 2018 for Lagoon #l.
The next sludge survey for this lagoon should be performed before December 31, 2018.
Please call me at [phone] if you have any questions.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS82071 I
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: http:/Avww.ncwater.org
An Equal Opportunity l Affirmative Action Employer - Made in part by recycled paper

NCDENR
North Carolina Department of 'Environment and Natural Resources
Division of Water Quality .
Beverly saves Perdue Coleen H. Sullins
Governor Director
Au,zust 10, 2011
Henry Moore
Bad Branch Farm
P.O. Box 646
Clinton. NC 28329
rXV0
Dee - reernan
Secretary
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820711
Bad Branch Farm
Lagoon No. - 1
Animal Waste Management System
Sampson County
Dear Henry Moore:
The Division of Water Quality (Division) received your sludge survey information on August 1,
2011. With the survey results, you requested an extension of the sludge survey requirement for
the Lagoon No. - 1 at the Bad Branch Farm. Due to the amount of treatment volume available,
the Division agrees that a sludge survey is not needed until 2014.
The next sludge survey for the Lagoon No. - 1 at this facility should be performed before
December 31, 2014.
Please call me at [phone] if you have any questions.
Sincerely,
J.R. Joshi
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS920711
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FARM: Bad Branch Farms
LOCATION: PO Box 1101
Clinton, NC 28329
TELEPHONE: [phone]
TYPE OPERATION: Feeder - Finish
NUMBER OF ANIMALS: 8800
RECEIVED 1 DENR /
AQUIFFR'PRnTFC.TIr)N
JUL 21 2009
yN JUL 2 4 M
DENR-FAYETf ILLEREGIONALOFRCE
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 ions per acre per
year. With special precautions, waste may be applied to land eroding at up to 10 tons
per acre per year. Do not apply waste on saturated soils, when it is raining, or when
the surface is frozen. Either of these conditions may result ion 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.)
88Q0 animals X 1.; (tons) waste/animallyear = 16,720.0 (amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
OAM animals X L3 lbs. PAN/animal/year = 20,240.0 lbs. PAN/year. (PAN from N.C. Tech.
Guide Std, 633)
Applying the above amount of waste is a big job_ You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
## No. Tvpe Per Acre Utilized Application
Bobcat
1
WaB
Bermuda G
235
53.83
12650
March - Sept
Bobcat
2
WaB
Corn
75
24.08
1806
March - Se t.
Bobcat
2
WaB
Rye
100
24.08
2408
Sept. - april
Bobcat
3
WaB
Bermuda G
235
10.14
2383
March - Sept.
Bobcat
3
WaB
Small Grain
50
63.97
3199
Sept. - April
F--1
Total 513.U51 22,09 4.E
'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 reatiatic�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 Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
Page 2

WASTE�UTILI i4TION -,,k
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 Tabie 1
Totals from above Tables
Acres Lbs. N
Utilized
Table I
88.05
22,014.00
Table 2
Total
88.05
22,014.00
Amount of N Produced
20,240.00
Surplus or Deficit
1,774.00
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.)
1,2
WaB
Bermuda
0.6
0.75
3
WaB
Annuals
0.6
0.75
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 irrigated acres. Overseeding of bermuda is optional
Page 4

i7A, TIO�N,fix-
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or
has and agreement for use of adequate land on which 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 numbe- of
animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based on soil type, available moisture, historical data, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of application for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land that is eroding at 5 or more tons, but less than 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.)
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.
Pages

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 wither 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 net be applied closer than 25 feel 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 no to reach other property and public right -of
ways.
15 Animal waste small not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may bF. applied to prior
converted wetlands provided they have been approved as a land application site by
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_
17 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
Page 6

18 Waste hackling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
19 Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct
human consumption is should only be applied perplant with no further applications
of animal waste during the crop season.
20 Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons. Pumping
shall be managed to maintain the liquid level between markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 69 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels.
pH shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other
waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
Page 7

1NASTE UT L1�ZALTIGN PLAN " `W w
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Bad Branch Finishers
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation
and maintenance procedures established in the approved animal waste utilization plan
for the farm named above. I (we) know that any expansion to the existing design
capacity of the waste treatment and storage system or construction of new facilities will
require a new certification to be submitted to the Division of Environment Management
(DEM) before the new animals are stocked. I (we) also understand that there must be
no discharge of animal waste from this system to surface waters of the state from a
storm event less severe than the 25-year, 24-Hour storm. The approved plan will be
filed on -site at the farm office and at the office of the local Soil and Water Conservation
District and will be available for review by DEM upon request.
Name of Facility Owner: James B. Rouse
(please print)
Signature:'_-:—'_ Gz 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.
Warsaw, NC 28398
Signatur
Page 8

ntw i-lEf-ou
Sheetl
0
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Sad Branch Finishers
Address: PO Box 1101
Clinton, NC 28329
Telephone: [phone]
Table 1 - Field Specifications
County: Sampson
Date: 4126199
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (maps) Soil Tvne Slone % rrontO flnlhrl (inrhPc) rnrnmantc

n ew
Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment:
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvdrant No. (ft/min) (in/hr) Width(ft_) Lenoth(fl) (feet) f lnrhPc) at rijnfnsi) at rPwltnti) Pattarn (nmmPntc . ArrPc nar ni ill
F1,H1
2.41
0.56
228
1066
315
1.18
60
117
220
5.58
F1,H2
2.41
0.56
220
1066
315
1.18
60
117
220
5.38
F1,H3
2.01
0.41
240
1066
315
1.18
60
117
300
5.87
F1,H4
2.01
0.41
240
1066
315
1,18
60
117
300
5,87
F1,H5
2.01
0,41
240
1066
315
1.18
60
117
300
5.87
F1,H6
2.01
0.41
240
1066
315
1,18
60
117
300
5.87
F1,H7
2,01
0.41
240
1066
315
1.18
60
117
300
5.87
F1,H8
2.01
0.41
246
1066
315
1.18
60
117
300
6.02
F1,H9
2.01
0.41
240
1010
315
1.18
60
117
300
5.56
F1,H10
4.01
0.69
120
392
315
1.18
60
117
180
1.08
F1,H11
4.01
0.69
120
311
315
1.18
60
117
80
0.86
F2,H12
2.01
0.41
246
1066
315
1.18
60
117
300
6.02
F2,H13
2.01
0,41
246
1066
315
1,18
60
117
220
6.02
F2,H14
2,01
0.41
246
1066
315
1.18
60
117
300
6.02
F2, H 15
2.01
0.41
246
1066
315
1.18
60
117
300
6.02
F3, H 16
2.41
0.56
200
930
315
1.18
60
117
220
4.27
F3,H17
2.01
0,41
240
1066
315
1.18
60
117
300
5.87
TOTAL ACREAGE =
88.08

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irri ation Gun
Irrigation
Flow Rate of Sprinkler m
225
Operating Pressure at Pump (psi)
131.6
Design Precipitation Rate in/hr
0.34
Hose Length feet
984
xxxxx xx
Type of Speed Cam ensation
Mechanical
xxxxx xx
Pume Type (PTO, Engine, Electric)
Engine
Pump Power Requirement h
34.6
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

Sheets
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. lrrigation pipes should not be installed in lagoon w 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.

5heet6
Narrative of Irrigation System Operation
This system is designed to use 1 or 2 Hobbs 3" travellers, with 1.18 ring nozzles operated at 60 psi
gun pressure. This gun pressure should equal app. 117 psi at the reel. The nozzle pressure needs to
be checked periodically by attaching a pressure gauge to the pre -tapped holes in the Nelson 150 gun.
Not that Pulls 1,2,9,10, 11,13,16, and 17 require the operator to change the degree of arc of the gun to
keep all application on the field. This is accomplished by setting the gun stops on the gun. When this
is done, the travel speed should be increased to the speed outlined on page 2 to make up for an
increased application rate.
The 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 Suecificatlons
Sprinkler Type: Nelson 150 ; Hobbs 3" traveller
Nozzle Size: 1.18•inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 225 gpm
Wetted Diameter: 315 feet
Lane Soacinas
Desired Spacing (%):
70 %
Design Spacing(feet):
220.5 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
240 feet
Actual Spacing (%):
76 %
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 are =
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 =
2.01 ft/min
220 degree arc =
2.41 ft/min
180 degree arc =
4.01 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
"For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.55 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 11
Total distance: 2160 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.36 feet/100 feet
Max. Mainline Loss = 7.8 feet or 3.4 psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
57 psi
Elevation head:
2.4 psi
Mainline loss:
3.4 psi
Suction head and lift:
2.6 psi
5%fitting loss:
6.3 psi
TOTAL(TDH) =
131.6 psi or 304.1 feet
Horsepower Reguired
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 50 %
Horsepower Required: 34.6 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 Ratina Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 131.6 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

Sheet?
NPSHA: 14
NPSHR: 5 *from pump curve
If NPSHA>NPSHR OK
Page 3

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
Henry E Moore
Henry Moore Farm
PO Box 646
Clinton, NC 28329
Dear Henry E Moore:
Coleen H. Sullins
Director
July 2, 2009
Dee Freeman
Secretary
RECEIVE[)
Jamo
.V.ky 1'iE1 LLEK--R0WQ lr CE
Subject: Additional information Request
Application No. AWS820711
Henry Moore 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:
l . Missing 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 Raleigh, NC 27699-1636
Internet: www•.ncwaterquality ore Location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal OpportunitylAtiirmative Action Employer— 50% Recycled110% Post Consumer Paper
t
Carolina
Telephone [phone]
Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If you have any questions regarding this letter, please feel free to contact me at [phone],
Sincerely,
j �10
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- AWS820711

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Colcen H. Sullins, Director
Division of water Quality
s s
July 1, 2007
Henry E Moore J U N 2 l 2007
Henry Moore Farm
PO Box 766
Clinton, NC 28328
Subject: Certificate of Coverage No. AWS820711
Henry Moore Farm
Animal Waste Management System
Sampson County
Dear Henry E Moore:
In accordance with your application received on 4-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Henry E Moore, 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 Henry Moore 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: 8800 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition 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 monitoringconditions onditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www_ncwat ualit .or Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Amon Employer- 50% Recycl"10% Post Consumer Paper
N� Carolina
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: (919) 715=0588
Fax 2: (919) 715-W8
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to MRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS820711

FARM: Bad Branch Farms
LOCATION: PO Box 1101
Clinton, NC 28329
TELEPHONE: [phone]
TYPE OPERATION: Feeder - Finish
NUMBER OF ANIMALS: 8800
RECEIVED I DENR I DWQ
AQUIFPR-PR0TFf TI0N SECTION
DEC 2 9 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 acre per year. Do not apply waste on saturated soils, when it is raining, or when
the surface is frozen. Either of these conditions may result ion runoff to surface waters
which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of
nutrients for crop production and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied to bare ground not more than 30 days prior to
planting. Injecting the waste or disking will conserve nutrients and reduce odor
problems.
The estimated acres needed to apply the animal waste is based on typical nutrient
content for this type of facility. Acreage requirements should be based on the waste
analysis report from your waste management facility. Attached you will find information
on proper sampling techniques, preparation, and transfer of waste samples to the lab
for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with
15A NCAC 21••1.0217 adopted by the Environmental Management Commission,
Page 1

v�IV, ru- -5 �TroM P�-
SM animals X 1,9 (tons) waste/animallyear = 16,720.0 (amt.) wastelyear.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
8800 animals X 2J lbs. PAN/animal/year = 20,240.0 lbs. PAN/year. (PAN from N.C. Tech.
Guide Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. TVDe Per Acre Utilized Application
Bobcat
1
WaB
Bermuda G
235
53.83
12650
March - Sept.
Bobcat
2
WaB
Cam
75
24.08
1806
March - Sept.
Bobcat
2
WaB
Rye
100
24.08
2408
Sept. - a ril
Bobcat
3
WaB
Bermuda G
235
10.14
2383
March - Sept.
Bobcat
3
WaB
Small Grain
50
63.97
3199
Sept, - April
Total i 88.051 22,014.00 f
'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 an 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 Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
Page 2

*•p•.ra�ssaw.amranv,cc.=
iI ASTE UTILI, - . Ti�N PLAN , f _� __
�-
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
{Required only if operator does not own
adequate land fsee Required Specification 2]j
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
No. Type Per Acre Utilized Application
'See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
88.05
22,014.00
Table 2
Total
88.05
22,014.00
Amount of N Produced
20,240M
Surplus or Deficit
1,774.00
NOTE; The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate In/Hr Amount in.
1,2 WaB Bermuda 0.6 0.75
3 WaB Annuals 0.6 0.75
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 irrigated acres. Overseeding of bermuda is optional
Page 4

REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or
has and agreement for use of adequate land on which 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 numbe, of
animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based on soil type, available moisture, historical data, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of application for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land that is eroding at 5 or more tons, but less than 10
tons per acre per year providing grass niter 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.)
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.
6 Animal waste shall not be applied to saturated sails, during rainfall events, or when
the surface is frozen.
Pages

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 wither 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 no to reach other property and public right -of
ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to prior
converted wetlands provided they have been approved as a land application site by
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.
17 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
Page 6

18 Waste hackling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
19 Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct
human consumption is should only be applied perplant with no further applications
of animal waste during the crop season.
20 Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons. Pumping
shall be managed to maintain the liquid level between markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 69 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels.
pH shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other
waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations_
Page 7

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Bad Branch Finishers
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation
and maintenance procedures established in the approved animal waste utilization plan
for the farm named above. I (we) know that any expansion to the existing design
capacity of the waste treatment and storage'system or construction of new facilities will
require a new certification to be submitted to the Division of Environment Management
(DEM) before the new animals are stocked. I (we) also understand that there must be
no discharge of animal waste from this system to surface waters of the state from a
storm event less severe than the 25-year, 24-Hour storm. The approved plan will be
filed on -site at the farm office and at the office of the local Soil and Water Conservation
District and will be available for review by DEM upon request.
Name of Facility Owner: James B. Rouse
(please print)
Signature:z-_; ' 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.
Warsaw, NC 28398
Signatur
Page 8

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Bad Branch Finishers County: Sampson
Address: PO Box 1101
Clinton, NC 28329 Date: 4/26/99
Telephone: [phone]
Table 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per trrigabon
Field of Field Rate Cycle
Number (acres) Soil Tvne Sinna 94, Crnnk) (Inlhrl linrhpc) r.nmmpnfc

h ew r 4-011
5heet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment;
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Mvdrant Nn (ftlminl (inlhr.l Width(ft.l Lenoth(ft) (feet) (Inchesl at Gun(osil at reel(osil Pattern Comments - Acres per Dull
F1,H1
2.41
0.56
228
1066
315
1.18
60
117
220
5.58
F1,H2
2.41
0,56
220
1066
315
1.18
60
117
220
5.38
F1,H3
2.01
0.41
240
1066
315
1.18
60
117
300
5.87
F1,H4
2.01
0.41
240
1066
315
1.18
60
117
300
5.87
F1,H5
2.01
0.41
240
1066
315
1.18
60
117
300
5.87
F1,H6
2.01
0.41
240
1066
315
1.18
60
117
300
5.87
F1,H7
2.01
0.41
240
1066
315
1.18
60
117
300
5.87
F1,H8
2.01
0.41
246
1066
315
1.18
60
117
300
6.02
F1,H9
2.01
0.41
240
1010
315
1.18
60
117
300
5,56
F1,H10
4.01
0.69
120
392
315
1.18
60
117
180
1.08
F1,1111
4.01
0.69
120
311
315
1.18
60
117
80
0.86
F2,H12
2.01
0.41
246
1066
315
1.18
60
117
300
6.02
F2,H13
2.01
0.41
246
106fi
315
1.18
60
117
220
6.02
F2,H14
2.01
0.41
246
1066
315
1.18
60
117
300
6.02
F2,H15
2.01
0.41
246
1066
315
1.18
60
117
300
6.02
F3,H16
2.41
0.56
200
930
315
1.18
60
117
220
4.27
F3,H17
2.01
0.41
240
1066
315
1.18
60
117
300
5.87
TOTAL ACREAGE =
88.08

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m
225
Operating Pressure at Pump (psi)
131.6
Design Precipitation Rate inlhr
0.34
Hose Length feet
984
xxxxx xx
Type of Speed Compensation
Mechanical
xxxxx xx
Pump Type PTO, Engine, Electric
Engine
Pump Power Requirement h
34.6
TABLE 5 - Thrust Block S ecificabons
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
5.64
Dead End
4
Tee
2.80
Gate Valve
4
45 de ree 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 Illustradons of all thrust block oonfiguradons required In the system
6. Manufactures's specifications for the Irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the Irrigation pipe and/or USDA-NRC5 standard for IRRIGATION WATER CONVEYANCE.
B, The information required by this form are the minimum requirements. It Is the responsibility of the designer to oonslder all relevant factors ate 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 is designed to use 1 or 2 Hobbs 3" travellers, with 1.18 ring nozzles operated at 60 psi
gun pressure. This gun pressure should equal app. 117 psi at the reel. The nozzle pressure needs to
be checked periodically by attaching a pressure gauge to the pre -tapped holes in the Nelson 150 gun.
Not that Pulls 1,2,9,10, 11,13,16. and 17 require the operator to change the degree of are of the gun to
keep all application on the field. This is accomplished by setting the gun stops on the gun. When this
is doge, the travel speed should be increased to the speed outlined on page 2 to make up for an
increased application rate.
The following buffers were used for this plan: 50' property line, 1 00'well, 50' perenial stream.
Refer to the owner's manuals of the equipment used for start-up, maintenance, and winterization
instructions. Walk the system periodically while operating to check for leaks. etc...

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150 ; Hobbs 3" traveller
Nozzle Size:
1.18-inches
Sprinkler Pressure:
60 psi '
Flowrate(GPM):
225 gpm
Wetted Diameter:
315 feet
Lane Spacings
Desired Spacing (%):
70 %
Design Spacing(feet):
220.5 *PVC irrigation pipe normally comes in 20' pieces,
_
so round to the nearest multiple of 20.
Actual Spacing (feet):
240 feet
Actual Spacing (%):
76 %
Application Rate
Application Rate =(96.3xFlowrate)1(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 lnlhr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
2.01 tt/min
220 degree are =
2.41 ftlmin
180 degree arc =
4.01 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.*"
"For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.55 ftlsec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 11
Total distance: 2160 feet
Friction Loss is figured using Hazen1WilIlam's ]Equation
Friction Loss= 0.36 feet/100 feet
Max. Mainline Loss = 7.8 feet or 3.4 psi
Total Dynamic Head
Sprinkler Pressure: ' 60 psi
Loss through traveller: 57 psi
Elevation head: 2.4 psi
Mainline loss: 3.4 psi
Suction head and lift: 2.6 psi
5% fitting loss: 6.3 psi
TOTAL(TDH) = 131.6 psi or 304.1 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet)13960 / Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 50 %
Horsepower Required: 34.6 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 Ratina Chec
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 131.6 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

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Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
E.*tin or �e« or Expanded (please circle one)
General Irtformation:
Name of Farm: t4KHM MOO G FARM Facility No: --
Owner(s) Name: ktt mgm MooRe „Phone No:nla -,TYZ
Mailing Address:_ 1P o-_$ox 7(66 C(,I Tnn , qC. aR 3Z8 �!
Fare: Location: County Farm is located in: 5-4*0se4
Latitude and Longitude: 34" 46 4a " 1 7S - 15 ` ati, "
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, rnileposl, etc_): ,A7" Dz-tm of (0-5 42I J 27� oty ,se ! oa3 6 o r • 3 MI[{e
���- _W'52 028 -, Zk4a-5aow-, Oe 46Iaa x . /. o Ni G E TZ,em Aay7- .4T ,66B c er
OReeration Description: -
Tipe of Swine No. of Animals Type of Poultry No. of Animals Type of Cartle No. of Animals
ZI Wean to Feeder Z Layer 0 Dairy
lifeeder to Finish 7 Pullets 7 Beef
Z) Farrow to Wean
D Farrow to Feeder
7 Farrow to Finish Other Type of Livestock: 0 Number of Animals:
wading Operation Only
_ a,� x •ate -i� ,"
Previous Design Capaciry: Additional aDesign
Total Desr,gn Capacin:
Acreage Available for Application: 9z Required Acreage: 50 �
Number of Lagoons / Storage Ponds -I Total Capacity: ;z, S/-71410 Cubic Feet (fG)
Are subsurface drains present on the farm: , YES. .or � (please circle one) If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
;caner 1 Itlanager Agreement
I (we) verify'that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) knew that any expansion to the existing design capacity of the waste treaunent and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental %lanagement before the new animals are stocked_ I (we) understand that there trust be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application -of animal
Waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Consmation District_ I (wc) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Consenation_District prior to implementation. A change in land ownership
requires written notification to D£Vi or a new certification (if the approved plan is changed) within 60 days of a title uansfer.
Name of Land Owner: KKR
Signature:
Dame of Manager tf Jifferent from owner):
Date: I -') Al
Signature: • Date-
AWC -- Januory 1. 1997 1

Technical Specialist Certification
LAs a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005. I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM)
as specifiedin 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North
Caralina'Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .00014005. The
following elements are included in the plan as applicable. While.each category,desiguatebAmtM' speraalis[ who may
sign.tach certification (SD. S1. WUP, RC, 1), the technical specialist should only crrtif ,�e$a are technically
competent_ ,��d , tc
IL Certificadon of Design,
A) Collection. Storage, Treatment SySte-ul
Check the appropriate box
QExisting facility without retrofit (SD or WUP)
Storage volume 'is adequate for operation capacity;
requirements.
Sf At
r�
16415
;FG0RI i �tiyi,
storage capability consistent with, waste utilization
ZI New,e anded or Mtrofitted fgcility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been desiped to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print): te I�rI-e�2 rg
Affiliation:_5- rg :._ C—j — rs. A4,= Se r✓ ".67
Address(Agency): Sol ll,.d�wa� Sf . C�;�{� �`illc � 3z8 Phone No.: 9/v-S9Q-27o3
Siznasurc: `1 �,�.,- — - - - - - Date:
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): 40UI )I 445.50N
Affiliation: _04rtaa s.s boos , rtlC•
Address(Agency): a56 C. 2A 5 3 8 Phone No.:4lo Z93 3451-
Sip anise: Date: 6/3O 9T
Q Runoff C:orttrols from Exterior _Lots
Check the appropriate box
El"- Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
ZI Facility with exterior lots (RQ
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by MRCS.
Name of Technical Specialist (Please Print). ar/
Affiliation:j2ftAu' Wa _
Address (Aaency): �{7 $66 ,4i[ C. 21,6326 Phone No.:_q1O 293 -;?43¢
Signature:•__ZL)J.6 Date:_ f /YA.197
AXVC -- January 1, 1997 2

D). Application and Handling EguiRmen_ t
Check the appropriate box
Existing o expanding facility with existingwaste application ui ent orA;Wuated
Animal waste application equipment specified in the plan has been either field br in
accordance with existing design charts and tables and is able to apply waste as neces the
waste management plan: (existing application equipment can cover the area required by i'W
exceed either the specified bydraulic or nutrient loading rates, a schedule for timing of it�en
established; required buffers can be maintained and calibration and adjustment guidance are con part of
the plan).
i, New, expanded. or existing_ facility without existing waste application equipment for spray,
irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan'. (proposed application equipment can cover the arcs required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
2 New, expanded. or existing facility without existing waste application eguinment
spreading not using_spra,+� irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print): S
Affiliation: S_, a-;, C.4.. su,A,
Address(Agency): a 3 AIC ZS3 Phone No.: 9/a - Sep - 2703
Signature: ` Qw�J� Date: 7Z$ f ¢;
E) Odor Control. Insect Control, Mortality Management and Emergency Action Plan fSD
Sh 117UP. RC or Ii
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect. Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
MortLry Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):_ 4ou1,wan E 6 B5 cP4 _
Affiliation: CA1anu'
Address(Agency): P0. B46 0 IMAicSr �_ 4C-1-8.39 g PhoneNo.a10 Z93-343¢
Signature: Date: 30/97
F) Written Notice of New or Expanding Swine Farm
The follox-ine signature block is only to be used for new or expanding swine farms that begin construction after June
21,1996. If the facility was built before June 21, 1996, when was it constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road. street. or highway from this new or expanding swine farm. The notice was in
.compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached. -
Name of Land
Signature: —
Date: L - A m - I
Name of 1lanagerif different from 6wner):
Signature Date:
ANVC -- January 1,1997 3

III... Ce'rn' cation of Installation
A) Colleiott, Stsrage, Treatment Installation
t: :'e a ded o t o ed t (SI)
waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed in
`'tirt dance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certrfication is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
S ignatttre: _ Date:
B) band ARniication Site (WUP)
Check the appropriate box
❑ The cropping system is in place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting, the cropping system
as specified in the waste utilization plan has not been established and the owner has committed to establish the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is appropriate
for compliance with the wasteutilization plan.
Q Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared Land within 30 days
of this certification. the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
This following signature block is only to be used when the box for conditional approval in III. B
above has been checked.
I (we) certif}, that I (we) have committed to establish the cropping system as specified in' my (our) waste utilization plan, and
if appropriate to establish the interim crop for erosion control, and will submit to DENT a verification of completion from a
Technical Specialist within I5 calendar days following the date specified in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject tee (us) to an enforcement
action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
A«'C » January], 1997

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part H, must be included
with this application prior to the application being accepted as complete.
Application Date:
11 - .11, -a')
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the spare provided next to each
item.
Awlimts Initials
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations; 0 Anz
2. Three copies of a general location map indicating the location of the animal waste facilities and q
field locations where animal waste is disposed,
3. Three copies of pages 1-3 of the Animal Waste Management Plan (AWMP) Certification Form,
including Part 11(Certification of Design Items A-F). If the facility does not have Part U of the
AWMP completed, it must be completed prior to submittal of a general permit application for �-
animal waste operations.
4. 'Three copies of the Animal Waste Managemmt Plan (AWMP) used for facility design.
II. GENERAL INFORMATION:
1. Farm's name; f%m g If &,Xg 449 F,f ,em
2. Print Land Owner's name: V _ Mao+ea
3. Mailing address: - - P-O- Bore. _?,G(-
Ciry: _[,�..I Mre M State: N C. 7�p; 2-8 3Z 8
Telephone Number. ( 9 to ) 4532 -w 4 33 o
4. County where farm is located: J O.&lp3o+1 _ _-
5. Farm Location (Directions from nearest major highway. Please include 5R numbers for state roads_ Please include a copy
of a county road map with the location of the farm identified). 47- fQAFz-W.4V, Trim! ,S—W oN
i81423 C-.o /. 3 mtGa _ �4 7- l .e //Z8, Tung So_ �r , , ego �A OAM - / e 1414e , LAAF �P R W
6. Print Farm Manager's name (if different from Land Owper):
7. Lessee's / Integator's name (if applicable; please circle which type is iistgd):
FORM: AWO-G-NE 3/21/97 Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No.. (county number): (facility number).
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals"
should be the maximnrn number for which the waste maaagge=at suzrcrrars were designed-
0 Wean to Feeder 0 Layer
0 Feeder to Finish AFRO 0 Non -Layer
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (;# sow)
0 Dairy
0 Beef
0 Farrow to Finish (#1 sow)
Other Type of Livestock on the fuM: — - Woui No. of Animals;
3. Acreage cleared and available for application: &AIE ; Required Acreage (as listed in the AWMP): $�
4. Number of Lagoons: ; Total Capacity: / C Cubic Feet (ft3)
Number of Storage Ponds: -'; Total Capacity: 1-� Cubic Feet (ft3)
S_ Are subsurface drains present within I04' of any of the proposed application fields? YES or (please circle one)
6. Are subsurface drains present in the vicinity or uadcr the proposed lagoon? YES err (please circle one)
7. Does this facility meet the siting rrequiretnents in Senate Bill I217? (Swine Only) (!ffiO or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? .S I_TZV7
What was the date that this facility's land application areas was seal? ,j1/3/97
IV. APPLICANT'S CERTIFICATION:
L
(Land Owners name listed in question U-2), attest that
this application for -- !4 iC A84,4 _ lAA nD.ftA-= ZtAAc'M, (Farm name listed in question 11.1)
has been: reviewed by me and is accurate and complete to the beast of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returnedAo me as incotaolete.
- Signatrt
Data -
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1I.6). attest that this
application for _ {Farm name Isted in question II.I)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
FORM: AWO-G-NE 3/21/97 Page 2 of 3
A AcR05 WILL bra CLBA/S.D P.lo21D CF-k-MPtc,Allorl

I" DIVISION OF WATER QUALITY REGIONAL OFFICES (9196)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery Macon
Buncombe Madison
Budce
McDowell
Caldwell
Mitchell
C berokee
Polk
©ay
Rutherford
Graharn
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wacbovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Rem oral WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
(919) 94&6481
Fax [phone]
Beaufort Jones
Berrie Lenoir
Chowan
Pamlico
Craven
Pasquorank
Cmiituck
PmWimans
Dare
Pitt
Gates
Tyren
Cue=
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Su=t
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
38M Barrett Dr_
Raleigh, NC 27611
(919) 57I-4700
Fax [phone]
Chatham
Nash
Durbam
Northampton
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
I V Cardinal Drive Ezrrasion
W31mi.notoa. NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Akxmxkr Lincoln Brunswick New Hanover
Blaclea
Richmond
Cabarrus Mecklenburg Carteret Onslow
Cumberland
Robeson
Catawba Rowan Columbus Peer
Harnett
Sampson
Cleveland Stanly Duplin
Hoke
Scotland
Gaston Union
Montgomery
Ytedell
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
(910) 77146M
Fax [phone]
Alannaince
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FOR21Vz: AWO-G-NE 3/21197 Page 3 of 3

7/17/97
Dear Mike,
Please find attached the correct WUP for the Henry Moore
Finishing farm. Tentative plans were for an 8 house finishing
and I inserted the wrong WUP. All components of the plan are for
the 8800 head feeder to finish operation. Sorry for the mistake.
Howard Hobson, Technical Specialist
Carroll's Foods, Inc.

WASTE UTILIZATION PLAN
----------------------
Owners name --:HENRY MOORE FINISHING County:SAMPSON
Mail Address-:CLINTON
Type of production unit ---- :FEED FIN
Number of animal units-----: 8800
Type of waste facility ----- :Anaerobic Lagoon
Temporary storage period---: 180 days
Method of application ------ :IRRIGATION
Amount of animal waste produced-----------------: 16720 tons/year
Amount of plant available N produced by animals-: 20240 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
0 1 WAGRAM K N/A 50_00 68.0 3400 S-APRIL
0 1 WAGRAM C 5.5 50.00 68.0 18700 MAR-OCT
Total 136.0 22100
Available Nitrogen (includes commercial) 20240
Surplus Or Deficit -1860
Crop codes: Crop -unit
A=Barley-bu. I=Oats-bu.
B=Bermudagrass(graze)-tans J=Rye-bu.
C=Bermudagrass(hay)-tons K=Small grain(graze)-acre
D=Corn(grain)-bu. L=Small grain(hay)-acre
E=Corn(silage)-tons M=Sorghum(grain)-cwt.
F=Cotton-lbs. lint w=Wheat-bu.
G=Fescue(graze)-tons Y=Fescue(pasture)-tons
H=Fescue(hay)-tons Z=Bermudagrass(pasture)-tons

If more commercial fertilizer is used than shown in this plan, l
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:
--------------------
Prepared by: oA/A/l12 Aasor! Title:2 ate: �97
Concurred in by: 05t Date: G-•z--f7
Prodjdcer
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:G
Pro cer
Technical Specialist: Date:4014"
(Copy to producer and copy to case file)

wo
Nl A Michael F. Easley, Governor William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
j Alan W. Klimek, P. E., Director
0 Division of Water Quality
April 9, 2003
Henry Moore
Henry Moore Farm
PO Box 766
Clinton NC 28328
Subject: Certificate of Coverage No. NCA282711
Henry Moore Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Henry Moore:
On March 14, 2003, the North Carolina Division of Water Quality (Division) issued an NPDES General
Permit for swine facilities. The General Permit was issued to enable swine facilities in North Carolina to
obtain coverage under a single permit that addresses both State and Federal requirements.
In accordance with your application received on January 6, 2003, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Henry Moore, authorizing the operation of the subject animal
waste collection, treatment, storage and land application system in accordance with NPDES General
Permit NCA200000. The issuance of this COC supercedes and terminates your COC Number
AWS820711 to operate under State Non -Discharge Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Henry Moore Farm, located in Sampson County, with an animal capacity of no
greater than an annual average of 8800 Feeder to Finish swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitorine conditions in this permit. The Devices to Automatically Stop Irrieation Events Form
must be returned to the Division of Water Ouality no later than 120 days following receilpt of the
Certificate of Coverage. The Animal Facility Annual Certification Form must be completed and returned
to -the Division of Water Quality by no later than March 1st of each Year.
SNNW
NEOENR
Non -Discharge Permitting Unit Internet httpJ/h2o.enr.state.nc.usJndpu
1617 Mail Service Center, Raleigh, NC 27699.1617 Telephone [phone] Fax [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled110% post -consumer paper

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Pern ittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or linutations contained in this COC are unacceptable, you have the right to
apply for an individual NPDES Permit by contacting the staff member listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact J R Joshi at [phone] ext. 363.
Sincerely,
Zdl /-
v
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Water Quality Section
Sampson County Soil and Water Conservation District
Permit File NCA282711
Permit File AWS820711
NDPU Files

;s � .a-.�.w..�...-^a..•.-.-�..,-'—.�•�.: ,...,,.-"-:°;'w--�•-�-'�i`---u Way a
� ��s� i �� ����WAS�TE� UTILIZATI:QN�PLAN� �--•--�---��'�
._ � s ;....°. _wcs•..�vxi'' w � %, v � — — ' T�__� ".. �:.eT u..�.sv 5.. _ � s ; -J .. '
I=ARM: Bad Branch Farms
LOCATION: PO Box 1101
Clinton, NC 28329
TELEPHONE: [phone]
TYPE OPERATION: Feeder - Finish
NUMBER OF ANIMALS: 8800
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 acre per year. Do not apply waste an saturated soils, when it is raining, or when
the surface is frozen. Either of these conditions may result ion 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

e mount of, Waste Produced Per Ypar (gallons. ft. tons. etc
W= animals X 11 (tons) waste/animal/year = 16,720.0 (amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
8800 animals X L3 tbs. PAN/animal/year = 20,240.0 lbs. PAN/year. (PAN from N.C. Tech.
Guide Std. 633)
Applying the above amount of waste is a big jab. 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. Tv>ae Per Acre Utilized Awlication
Bobcat
1
WaB
Bermuda G
235
53.83
12650
March - Sept.
Bobcat
2
WaB
Corn
75
24.08
1806
March - Sept.
Bobcat
2
WaB
Rye
100
24.08
2408
Sept. - a 6l
Bobcat
3
WaB
Bermuda(G)
235
10.14
2383
March - Sept.
Bobcat
3
WaB
Small Grain
50
63.97
3199
Sept. - April
Total 1 88.051 22,014.00 f
`This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N-murthe Jaa„aQd-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 Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
Page 2

WASTg,FUTI4-1ZAT10N_ RLAN
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
88.05
22,014.00
Table 2
Total
88.05
22,014.00
Amount of N Produced
20,240.00
Surplus or Deficit
1,774.00
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.)
1,2
WaB
Bermuda
0.6
0.75
3
WaB
Annuals
0.6
0.75
THIS TABLE IS NOT NEEDED 1F WASTE 1S 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 ,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 irrigated acres. Overseeding of bermuda is optional
Page 4

REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or
has and agreement for use of adequate land on which 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 numbe- of
animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based on soil type, available moisture, historical data, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of application for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land that is eroding at 5 or more tons, but less than 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.
Pages

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 wither 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 no to reach other property and public right -of
ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to prior
converted wetlands provided they have been approved as a land application site by
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.
17 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
Page 6

18 Waste hackling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
% checklist should be kept on site.
19 Animai 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 is should only be applied perplant with no further applications
of animal waste during the crop season.
20 Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons. Pumping
shall be managed to maintain the liquid level between markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 69 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and
alternative crop sites shall be used when these metals approach excessive levels.
pH shall be adjusted for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other
waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
Page 7

WASH +E UTt�[Z•�►�T�''NIP00
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Bad Branch Finishers
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.
Name of Facility Owner: James B. Rouse
(please print)
Signature:`�5 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.
Warsaw, NC 28398
Signatur
Page 8

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COPY
CARROLL'S FOODS, INC.
• P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
FACILITY DESIGN AND
1•
WASTE MANAGEMENT PLAN
Farm
Name or Number
I•
Farm Description
I•
Location
•
•
Company Farm
Contract Grower
•
HENRY MOORS -FINISHING
8800 FEEDER -FINISH
SAMPSON COUNTY
•

Date: L _q I
To: IIV1 ild�n��� �iA�fl ,.I ac•
Pub
Dear Adjoining Landowner,
In accordance with requirements of NC Senate Bill 1217 and as a �
general courtesy to you, I am notifying you of my plans to
construct a swine production facility on my property located
Qrtr in Sgw%;�,SaN County. The
location of our property is shown on the attached map.
My facility will be a %%Dil aft„Qb F:,g;gi%:@4Jfarm which is
designed to meet or exceed all State and Local design criteria,
rules, ordinances and laws.
State law requires that you be given the address 8,,the local
Soil and Water District Office which isD E9
The technical specialist who could answer questions about the
farm is disajmulll Pa ds L A�SaW. &S --
If you have comments about our farm, they may be submitted to
the Department of Environmental Management.
sincerely,
t

Date: - 4 -y
To • -Set
g40�W►5
_S.Q x b Q 4
Roses �[ C• i&+�;8
Dear Adjoining Landowner,
In accordance with requirements of NC Senate Bill 1217 and as a
general courtesy to you, I am notifying you of my plans to
construct a swine production facility on my property located
OAF -Elik. 1 1.% in SA,v.% oN County. The
location of our property is shown on the attached map.
My facility will be a %%OB IWAh farm which is
designed to meet or exceed all State and Local design criteria,
rules, ordinances and laws.
State law requires that you be given the address f the local
Soil and Water District Office which is.� E "giSaa� .
The technical specialist who could answer questions about the
farm is +4GU2JARd WQ6s0N fiJ CAILUIJ� PAINTS LOAD-saiy [1.C-
If you have comments about our farm, they may be submitted to
the Department of Environmental Management.
Sincerely,

Date:— 1 - L -q I
To: uy rM �, Bel Ea. jig& t� vfla� u'N ,1' �� G
Lo_Boj rgig
Syvvv4eR, _ S.G• %9151
Dear Adjoining Landowner,
In accordance with requirements of NC Senate Bill 1217 and as a
general courtesy to you, I am notifying you of my plans to
construct a swine production facility on my property located
OPF S 11304 in G A v►ti O w County. The
location of our property is shown on the attached map.
My facility will be a %Son kAn F:N�SL%=r44 farm which is
designed to meet or exceed all State and Locaft design criteria,
rules, ordinances and laws.
State law requires that you be given the address Q€,the local
Soil and Water District Office which isQ?�.�;
The technical specialist who could answer questions about the
farm is d S jC .
If you have comments about our farm, they may be submitted to
the Department of Environmental Management.
Sincerely,

a.y
_ r
k �
•� Ncor
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MeoaC_ FIAi►w� '� F
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y 114 a
b
CARROLL'S FOODS, INC.
WARSAW, NC 28398
Project:
Drawing: ;
Location: s��a ,g
Engineer:
Owner:
Scale:
Pre ared B
Sampson County
North Carolina's largest county, 963

lL
TABLE OF CONTENTS
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
WASTE UTILIZATION PLAN EHIBIT A-6
NOTIFICATION TO NEIGHBORS
0

•
EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ CAI D- qab - la'kl
EMERGENCY MANAGEMENT SYSTEM
• SWCD --S `t1_- 9 '3
MRCS
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
• leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take_
1. Stop the release of wastes. Depending on the situation, this may or may not be
• possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a Add soil to berm to increase elevation of dam.
• b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
• e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid separators -action include:
a Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
December 18. 1996

•
e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a Dig a small sump or ditch away fivm the embankment to etch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
y d. Did the spill leave the property?
c. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
0
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone - - . After hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number
and local NRCS office for adviceltechnical assistance phone number - -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
L,�r 4lre,v
Lj--r 4dg N �dvc a. Contractors Name:
b. Contractors Address:
c_ Contractors Phone:
2 December 18, 1996

•
6_ Contact the technical specialist who certified the lagoon (MRCS, Consulting
Enzineer, etc.)
a. Name:
b. Phone:
•, 7. implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
L7
0
3 December 18, 1996

IL-1
CARROLL'S FOODS, INC.
• P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
0 IMPORTANT INFORMATIO
ABQUI LAGOON CONSTRUCTION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA: (SEE CONTENTS OF PLAN FOR MORE INFORMATION)
0
EXCAVATION 56854--- cubic yards
FILL (pad & dike) 56854--- cubic yards
TOP SOIL (minimum 3" thick) 459--- cubic yards
CLAY LINER (represents a complete liner) 16282--- 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 NRCS Conservationist regarding mulching)
0

U
�s
•
MEMORANDUM
TO: All 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 designated technical specialist
or Professional Engineer prior to construction start. The lagoon must be constructed
exactly as designed unless changes are approved by the original designer. 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 a designated technical specialist 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 design, construction, and irrigation plans must sign a document called
"Animal Waste Management Plan Certification". This document must be sent to the
Department of Environmental Health and Natural Resources in Raleigh. Copies of the
i signed document should be kept in your permanent file, one copy goes to your local Soil
and Water Conservation District office 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.
r
If you have any questions about the above information, please contact one of
us by calling 9I0-293-3434, extension 246.

L7
• ATTENTION OWNER AND EARTH MOVING CONTRACTOR
PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE
A 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. Any 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 liner;, 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, CARROLL'S 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.
G. DO NOT MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT
UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES.
CARROLL'S FOODS ASSUMES NO RESPONSIBILITY FOR ANY DEVIATION
FROM ORIGINAL DESIGN OR CHANGES MADE- ON THE SITE BY
CONTRACTOR OR ANYONE OTHER THAN CARROLL'S PERSONNEL.

C J
United States Natural
3�Decartment of Rescurcas
Aocu tore Ccnservaticn
Service
WAS,,r XANAG` NT FACILiTk'sIIE EV.LZ.I% aN
NC-CPA-'17
REV. 1, 2-ge
GZ-'fERai. Z( OR. ELAlI:OX
IA�wm a lrE,e r� 1 e>s, LC4CAZ-4014 Erasr _s?F Si= /IZS . F
O. ea a% :;w 6 F/h Sdvr DF zj= oFSQi/sa
C-C Z&7-0 Al. Ae r. 3532.E 4+m --4-t sr29
T-EHONS 9<0 - 53a - 4-33o -CP AV
LOC-k I0K BAT
DFS7ANCs F-{OM :YE. TiRESMEN= YC, OWN= 3YPIiODL'CM 7Z640 Fj;
DIS;ANC` FROM Y' r''L�L'C FAC�1Tf (s�nol, r�rCr.)c FT.
IS SrI'c wT= too-YE.AR FLOOD MAW YES ,ro w/
If yes, MRCS --not provide assistance.
Z S,T Ai L' S i !00 ri. MOM A'SLI3E LSE' ?-CU-4-iIAL S I R-CAW YS V/ 'NO
If ao. site must be relocated.
IS Srrr- Wrr=4 I MILE ZONING 7 ;R=ICI7ON OF A YiMMC3AL.;':. Y
If yes, fandowuer should consult with total zoning board about required
perziti Permits must be obtained prior a design approval.
ARE LTB.' = MM CMISTR r4T0N A R = YES NO Z
If yes, see Part 503 of the National Engineering M=cutl and follow policy.
(Copies of maps or other reference ntareri2h may be attached to site
evaluation.)
WML Srr s LN VOUn CL EAIiL** WOODLAND O"NY N0N-CMPLQM7 YES -10 !/
Iryes, producer must complete Form NRCS-CPA 38 gtaqui st for Certified
Wedaad Detrr'*ir-rio6l)eiInesdo4
WILL ACM0N RM-= NE, SWAMPMUS-I I NG7 YES _ NO
� IF e i WS ,IRE '�"N<iO LTJ'r3,?. IT LT THE t'LES?ONSI$FLTiY aF i i� PRODLTCFR TO CANT�T� i!5 dR]fY CC3R.4 OF
Ei,YGL`f= AND THE DIVISION OF =-X Z '! IALXMACEIMNTTO DETRUDM iF PELUM dREE REQUIMML
IF WFi -AA DS ,;RE M%fMLVED. Ltd- MDL= SEOLZD NOT C._r.AR. ANY r-� i,'i+i M A WEIZ.QM DELr-%;EA=N
IS MADE.
NRCS will provides technical assistance En wetlands only under the failawing candidaim For nxcural wetland
indusious teas therm one acre in size j'MCS will provide assistance only if the ftsacdfoos and rslnes fast are fbliv
midptc%L For natural wetlands ogrester than one acts in sizr, NRCS will provide assistance only after a
rigorous sequencing prates to include =voidance, minimization of impacu, and compensaLorp mideadoa is
tarried out in that order of a reference.
ODOR CQKTROL
ELAS 0CCXCONT30L 3E_�N DisC'.ts WrM F100VC-21-
+ F -C MD4,LNT W= DMECTION? YES _ ;NO S_
• P4EC':LARGL�NG LAGOON Wrl-A rr. ASH WA-AaTO ATLAS: LrI YE5 z :NO
OF TrM CAPACM Y?
+ USING GCOD SOUND XMG4EENT kN LAND iPPLCATiON YES _ _ N0
OF WA—':-, —Q7

NC-CPA-17
Rage Z
LS L`fDANCERM Aa6NVC;L TW -C-A EKED S?tC S HABri'AT 7.RRSi`'4 i? YFS , fO
LS A DFSIG, iAYSg XA u-AAL SG== AREA VC==ED V MT : PLaNNZFG ,AREA. QR
Wrl:-'R. VNED ,+ =O:IS MCPAC :' ON AN ADlAC=4T NAISJRtAE, SONIC AREA7 YES _ ; o ✓
i5.1..ia�C:'itiEOLQCiiC.11.OR.LFLTi'i'ORIChLSli`LGCAr.� ►[YTe�?LL .LAE.�? YSS YO +/
ARE T"-'R,r. 7134E L'NRQLT. SASE OR L OC1I - Y 2QOILTA+VT TkjM . 4*VM C4 THt YES NO c.
OPSZA-j.-uNGLN, M
WML. T".M AEON F.W,:.T TN SCUMM 1-INC? YES Ny
If the saswer to any of the above is yes, INRCS will not provide techWc=l
DOES MOL'= OWN F VCCGH "'NO TO PROPERLY LXIM AMPLY ALL WA=z YZS
ZFC..LMLNG SMMGL AL.THOL'GH SI L'DGa ILAT ONLY 3E APPLIED DrMQUEN"iYi.Y?
EFNO, DOES PRQIX'CM HAVE ACCS= TO MORE L1W7 YES t NO
IF "M ISNOT OWNED BY PRODUCER. CAN PRODUCER GET AG3EiT ON I.AZM Y=...S NO
ON WE=iO APPLY WASH
(A=LcbL Waste UdfIl=doc Plan W site evalundon.)
SOLI. ZfVT=GATIOrf - VALM ONLY TF SOIL UNV=Cw%nOM
SEa= ATTAC=
IS SOIL SLTrABL FOR LACCON7
YES ✓
NO _
LT ALZMR3zQLTi;.ED7
YET%
NO
iY: E OF L^im To HE USIM
CLAY ✓_ amrmNiiz
SYYi=C
••.
IF CLAY L2ra IS TO BE -MM, IS SI=ASL: CLAY AVAFLASU ON
SFFS7
YES
NO __ _�
IF CLAY LS :iQT AVAB.AHL ON =F- DOES L4NDOWNEX.RAVE
Y°.S —
NO
AC.:E TO CLAY7
IS A CORE iSEYCH ?--(ZUMM?
YES
NO
(Anach soil 'investigation sleet to site evaluation.)
IS SMASURFACF. DRAJN i=- PRES'YI7
` m
NO
(Uyez, tile must be remaved or planed) -
Sr.aAPP5k0VED YES Na_ CONDrI-IONAL—
CO��VTS :(
IV
iZI7S Srlx IMVFSiICtdiiON IS VALM FOR.TWEL.V$ MCNrIM FR.OMTRE DATE SHOWN BELOW. IF CONS=CTION
ERAS NOT BE_V r i.R' LD WTrMN T7#'Ei VE MC � ii'E3& A NEVSrrE CA=GATLON VM—f BE REQt3i M. y
SZ04ATL'1E ' '.50
to t, DATE "'A3 7
Y C=agca in the local cr =t law ar chzn,-= in d= =ndard muid rewire a =-v site iztveviptir

Il
•
SrS-ENC-S78 U. S_ OEPA}tTMEHT OF 140MCULTURE
R". S-TQ Sp[L CONSERVATION SERVICE
SOIL. INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
•s• r • •• . •- • •
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■■�i!■"��iiii�e�■re■ems■eerie■
■e■e■■■eke■e■■
■■e■■■■■eke■
■e■■re■■��■®reee■e■■■■■ee■
■
eerie
■■��e■eer■e■r■e■e�e�■■
■■fie■e
e�e�e■�A■■�■e�■■■
■■■■■■�■
■■ere■■■■■�7■�■■■
■e■E■■o■m■mmm■®■
one
■■■ESE
■NEE■
■m■eemeomesmrein■
���`�i�:�i`■
�"�..;■�ri■i�!!i■'ef�:��■ir�f■ice
I■SON,/:WI
/!e1INI
IMI
MMMI
m�I�`
■f
r
dam■
���■�■;■i■�■�■f■�■�■1■;■��i■;i1■■■I■
Ell
'MIN,1■1r
■mmillmin,�■�
z1aff-el
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ME!
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■
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■�■�■��.�■S■f�r
r�..�■�r
Y- SHW j
r
0

V,
F
•
•
TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW -Well graded gravels; gravel, sand mix
g- gravel
GP -Poorly graded gravels
5-sand
GM - Silty gravels; gravel -sand -silt mix
Vfs-very fine sand
GC -Clayey gravels; gravel -sand -clay mix
sl-sandy loam
SW -Well graded sands; sand -gravel mix
fsl-fine sandy .foam "
SP -Poorly graded sands
1-.loam
Slot -Silty sand
gI- grave€ y.. loam
SC -Clayey sands; sand -clay mixtures
si - silt
ML - Silts; silty, v. tine sands; sandy or clayey silt
sil -silt loam
CL -Clays of low to medium plasticity
cl -clay foam
C14-Inor92n1c clays of high plasticity
sicl•silty clay Ioam
MH - Elastic silts
sci-sandy clay loam
OL-Organic silts and silty clays, low plasticity
sic -silty clay
OR -Organic clays, medium to high plasticity
c -clay
1. Sultalsle material for emb-1- ent is available MYes 0 Nv flR�l�r� rehire lowrM... r14. s�euA ew
ruvar" sld�J
REMARKS.
pJe_� o j� p.4 r . �..� ' J 6, . :r ire �-
2. Explain hazards requiring special attention in design rsimaoc :rrfna...xk arc!
GENERAL REMARKS:
24
25
26
27
28
29
30131132
M
UJIUS
36
37
38
3?
40
41
42
43
44
45
46
47
48
49
$0
51
C

i•
• Operator:HENRY MOORE County:
SAMPSON
Date:
06/02/97
Has the site evaluation been completed & approved:
YES
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417
lbs. -
0
lbs
0 sows (farrow to feeder)
x 522
lbs. =
0
lbs
8800 head (finishing only)
x 135
lbs. -
1188000
lbs
0 sows (farrow to wean)
x 433
lbs. =
0
lbs
0 head (wean to feeder)
x 30
lbs. =
0
lbs
Describe other
0
lbs
Total
1188000
lbs
Average Live Weig =
•
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume - 1188000 cubic ft
(includes
0 cu. ft.
add. treat. vol.)
• 3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 299200.0 cubic feet
4. TOTAL DESIGNED VOLUME
4 Inside top length (feet)---------------------
496.0
Inside top width (feet)----------------------
496.0
Top of dike elevation (feet)-----------------
60.15
Bottom of lagoon elevation (feet)------------
46.65
Freeboard (feet)-----------------------------
1.00
Emergency spillway depth of flow(feet)-------
0.20
Side slopes (inside lagoon)------------------
3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 488.8
488.8 12.30
•
E
AREA OF TOP
LENGTH * WIDTH =
488.8 488.8
AREA OF BOTTOM
LENGTH * WIDTH =
415.0 415.0
238925 (AREA OF TOP)
172225 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
451.9 451.9 816854 (AREA OF MIDSECTION * 4)
C_U. FT. _ XAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
238925-816854 172225 2.05
Total Designed'Volume Available = 2517410 CU. FT.
•

1•
I• 5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
496.0 496.0 0.0
246016.0 square feet
Buildings (roof and lot water) or impervious area
• 0.0 square feet Describe this area.
TOTAL DA 246016.0 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 = 1188000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 2170080 gals. or 290117.6 cubic feet
5B. Volume of excess water
Volume = 7964.7 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 191664.1 cubic feet
5C. Volume of rainfall in excess of evaporation
•
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 14.1 inches
180 days rainfall = 22.5 inches
Volume = 22.5 in * DA / 12 in. per ft. = 461280 cubic feet runoff
Volume = 14.1 in * lagoon DA/12 in./ft = 289069 cubic feet evap.
Volume = 172211 cubic feet
i
•
•

i•
•
5D. Volume of 25 year 24 hour storm 7.0 in.
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12 inches per foot
* DA
Volume = 287019 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 290118 cubic feet
5B. 191664 cubic feet
5C. 172211 cubic feet
•
5D. 287019 cubic feet
5E. 0 cubic feet
TOTAL 941012 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall during wettest period of storage===>
22.5
inches
Evaporation during storage period===========>
14.1
inches
25 year - 24 hour rainfall==============_ ==>
7.0
inches
Heavy rain__________________________________>
7.0
inches
Freeboard==================================>
1.00
feet
Side slopes_________________________________>
3.0
1
Inside top length===========================>
496.0
feet
•
Inside top width==== =======================>
496.0
feet
Emergency spillway elevation(if planned)====>
58.95
feet
Top of dike elevation=========______________>
60.15
feet
Bottom of lagoon elevation==================>
46.65
feet
Top of sludge elevation================—_==>
48.35
feet
Total required volume=======================>
2428212
cu. ft.
Actual design volume========================>
2517410
cu. ft.
•
Seasonal high watertable elevation (SHWT)===>
51.10
feet
Stop pumping elev.__________________________>
54.55
feet
Must be > or = to the SHWT elev.==========>
51.10
feet
Must be > or = to min. req. treatment el.=>
52.65
feet
Min. Required treatment volume==============>
1188000
cu. ft.
Volume at stop pumping elevation============>
1221857
cu. ft.
Start pumping elev._________________________>
57.55
feet
Must be at bottom of F.B. & 25 yr. rainfall
& heavy
rain
Act. vol. less 25 yr. and heavy rainfall====>
2230391
cu. ft.
Volume at start pumping elevation===========>
2188630
cu. ft.
Required volume to be pumped= ------- ========>
653993
cu. ft.
Actual volume planned to be pumped==========>
666735
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
•
7. DESIGNED BY: AloWWD /095,w, APPROVED BY:
DATE: j�,1�/Q7 DATE:
C7
*
*
�0 1(1>w, s h -
0

1•
•
• 7. DESIGNED BY:
S�� �re✓s`oGcs
DATE: sh r.�
•
APPROVED BY: '>P.
DATE: 711617 -7-
SE AL
16415
GORY S�.••'•
•
ENGINEER'S NOTES: Engineering approval is for minimum design standards and is based on pre -
construction site and soils investigations. Carroll's Foods, Inc. technical specialist is responsible for
excavation and fill calculations and for nutrient management plan. Engineer shall be notified of any
• changes and/or site discrepancies found during construction before proceeding. Carroll's Foods, Inc.
and/or owner is responsible for site layout, and shall verify all required buffers or setbacks and the
absence of subsurface tile drains. Owner and/or Carroll's Foods, Inc. personnel is responsible for
contacting engineer for construction inspections as necessary to confirm quality of liner materials and
construction. Engineer will conduct final inspection upon notification, and shall determine the
• requirements for permeability testing (quantity and location).
OTHER SITE -SPECIFIC NOTES: CL and CH mat'] used for liner must be checked for optimal
moisture content, as water will likely have to be added to natural mat'l. _
•
•
rI
0

•
•
5D.
Volume of 25 year 24 hour storm 7.0 in.
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12 inches per foot
* DA
Volume = 299654 cubic feet
5E.
Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 290118 cubic feet
5B. 191664 cubic feet
5C. 179792 cubic feet
•
5D. 299654 cubic feet
5E. 0 cubic feet
TOTAL 961228 cubic feet
6.
SUMMARY
Temporary storage period____________________>
180
days
Rainfall during wettest period of storage===>
22.5
inches
Evaporation during storage period=====______>
14.1
inches
25 year - 24 hour rainfall=====__= =_______>
7.0
inches
Heavy rain___________ _______________________>
7.0
inches
Freeboard_________________=___===___=_=____>
1.00
feet
Side slopes=====--=-==--===---------===--=-->
3.0
1
Inside top length___________________________>
506.8
feet
Inside top width====-=_=___________________>
506.8
feet
Emergency spillway elevation(if planned)====>
58.95
feet
Top of dike elevation_______________________>
60.15
feet
Bottom of lagoon elevation=====_____________>
44.85
feet
Top of sludge elevation===__________________>
48.35
feet
Total required volume_______________________>
2448428
cu. ft.
Actual design volume=====___________________>
2957048
cu. ft.
•
Seasonal high watertable elevation (SHWT)===>
51.10
feet
Stop pumping elev.__________________________>
54.55
feet
Must be > or = to the SHWT elev.====______>
51.10
feet
Must be > or = to min. req. treatment el.=>
50.85
feet
Min. Required treatment volume=====_________>
1188000
cu. ft.
Volume at stop pumping elevation=====____ ==>
1282014
cu. ft.
•
Start pumping elev._________________________>
57.55
feet
Must be at bottom of F.B. & 25 yr. rainfall
& heavy
rain
Act. vol. less 25 yr. and heav}r rainfall====>
2657394
cu. ft.
Volume at start pumping elevation======== ==>
2613450
cu. ft.
Required volume to be pumped==== ----- _______>
661574
cu. ft.
Actual volume planned to be pumped =___ =___>
697632
cu. ft.
Min. thickness of soil liner when required==>
2.1
feet N11%
•
7.
DESIGNED BY: APPROVED BY:
��.
DATE: � -3 —old) DATE:
�+s=s�yri 110�• w�L.:µ � ��i5''7�4sems,•��. ►°��n�
zt'i' F=D+L
�lK
-
•
�� 198yX •15'X�5�-1�1
= 45q
ct�• 4CW-
s.'� = 1 b ,1�1 c�• qds (' l �oilkR uoL,, wt��
0

•
Surfaces:
Proposed
Existing
Tight Volumes
Cut: 89621.48
Fill: 0.00
Difference: 89621.48
All volumes are in cubic yards.
Expansion (%) Expanded Volumes
0.00 89621.48
0.00 0.00
Net Export: 89621. 48 Z?) 2-41 'F%G 7
Grid cell size: 6.02 by 5.98
original scale: 100.00ft/in
-------------------------------
Project: PHIL BROWN &A4hrAvcm ON .4r A1AK/Ma"
Drawing: HENRY MOORE CAPACITY /1l0%� Tk/S C.p�AG/T'j�
Number: AWWA" FXVAb 91-8// DOS Ta Nal- Rar m r4e
Location: Sr/Apf OF .4*&VO ed AAiooN .
Bid Date:
Engineer:
Owner:
Estimator:
--------------------------------
Prepared by: using Sitework

• • 0 • • • • -i • , • 0
Orientation: -45.0
Z Magnification: 21.1 Inclinations 20.0
............................. .
.............
..
...............................
.. .. ...........
.... . . ... .. ........
. ........
"r
Lower Left 3D Mesh Surface
30 Mesh Surface
Proposed
Project: PHIL BROWN
Drawing: HENRY MOORE CAPACITY
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework
AM. CAOAc CoNAPw I ` B �u W 70M

bsulight
Plat of the contour date for the surface:
Proposed
Project: PHIL BROWN
Drawings HENRY MOORE CAPACITY
Number:
Location:
Bid Onto:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
49.00

i•
U . S . Dep. bw t of Agri cu 1 tare
soi 1 Cawse"ation se" to
MC-ENG-34
saptamber 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner k'KQL4 Moons County SA.MPx-i
Community or Group ho. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
•
Hate of Field Hazard Investigation 5113 i°n
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
• s ev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
• Flood Plain: Flood Plain
t. Ft. t. Ft.
n[.tuD Xoy F
Zoao '
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. 4.01toXM44r=Y gid.Wo ' 7a -57WA ont
P
LA&w At
Hazard Classification of4Dam (a, b, c) (see NEM-Part 520.21) Gz.
•
Dam Classification (I, I1, III, IV, V)_
By
•
Concurred 8y
name'r (title)• -
•
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date s/i,-/97
Date
0

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. 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 heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
i
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at 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. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre. -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of -the lagoon when fluid level
reaches the elevation 57.55 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 54.55 . This temporary
storage less 25 yr and heavy rain contains 666735 cubic feet or
4987177 gallons.
0

i•
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
•
9. Remove undesirable vegetative growth and floating or lodged debris.
-10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
• as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.
•
•
•

f•
SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthf ill 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 equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or taming roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 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 NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
0

SHEET 2 OF 3
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
r 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 unless otherwise specified. 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 tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
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:
i 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 placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of 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 specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations
0

SHEET 3 OF 3
r and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
i AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
---------------
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
-----------------
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.
•
0
0
to

I•
SEEDING SPECIFICATIONS
----------------------
I• AREA TO BE SEEDED: 3.0 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
24.0 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
w SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300.0 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.

l^
0 0
Swine Confinement
Building
Finished Floor Elev,
Sump
Top Pad Elev. 69,69 Wgit
8" Pipe
Invert Elev. S
TYPICAL CRC .�S-SECTION
Single Stage Lagoon - Pit Recharge Design
5aK County, NC
f-(r ►.art a- W02 t= r rc6.1 U 6 Fke M Ce B 0 D H CNAb�
Total Design Storage Elev.
Invert outlet Pipe Elev. 5
Stop Pump Elev. y,SS
Bottom Elev, y 6 , ��
`(-- -(F_ d 2
f'z
Support post
...... Natural°Ground.-
FT. -DESIGN MIN. CLAY LINER THICKNESS."';"
areas of unsuitable material encountered during �rlslruction
r
of lagoon slopes and bottom will be excavated below grade (for
the minimum clay Liner thickness), backfllled (with approved soil
material) & compacted (to clay liner construction: sr
in design).....see soils Invesilgation +�
=o
ft.
Settled Top Dam rrr­
Add 5% Settlems
Consfructed Top G
Uore�_ '
Trench '
Remove overburden material and
establish embankmanUcore on firm
soil material.... see soils Invesiigallon
A. Horton, NRC9 (W5)

0
Orientation!
60. 0
66.0
56.0
64.0
52.0
60.0
48.0
4B.0
Lower Left
• • 0 fs a 0
30 Mesh Surface
Existing
Project: HENRY MOORE FINISHING
Drawing: 8800 FINISHING3
Number:
Location:
Bid Date:
Engineer:
Owner$
EstimAtor i
Prepared by: using Sitswork
• N
cation: 20.0
ao mean burrace

iwvter
Plot of all data for the surface:
Existing
Project: HENRY MOORE FINISHING
Drawing: 8860 FINISHING
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

rim•ter
Contour pint of
Existing
Project: HENRY MOORE FINISHING
Drawing: 6900 FINISHING
Number:
Location:
Bid pate:
Engineer:
Owner:
Estimator:
Prepared bV: using Sitswork

Orientation: -45.0 Z Magnificatio
111� I lllrjll 1�1 �� n
.................
64.00 ` ll�� 11l�lll IIII t� Il ill, �ll� �i�
..............��� Ill n
J' ill
56. e 0
j � 11, yjl4�hllsi1�1 �llll, ��� � t�,llll�lll 1l �
64.00
62. 00 I �1 1� i1114
50.00 1 +J
46. 00 ' '•: !f
i
j.
. 'i
.`._,.1
Lower Left
30 Mesh Surface
Balanced
Project: HENRY MOORE FINISHING
Drawing: 6800 FINISHING
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework
3D Mash Surface

Fill shrink/swell percent: 30.00 Cut shrink/swell percent: 0.00
0
Iterating to balancing within 10.0 cubic yards...
delta
Cut
F 11
CUT - FILL
0.00
56854.45
56854.42
0.02
0.00
94778.23
11952.61
82825.62
-0.00
94778.23
11952.60
82825.63
6.74
36172.99
96535.34
-60362.34
3.90
57243.91
56153.61
1090.30
3.95
56855.95
56851.74
4.21
3.95
56854.45
156854.43
0.02
Raise "Proposed" by 3.95 feet.
New surface called "Balanced" has been created.
Project: HENRY MOORE FINISHING
Drawing: 8800 FINISHING
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
--------------------------------
Prepared by: using Sitework
1--0*5 Ad #A(2- av%1A Cod,.
VoLumm,b be go+
I Rd ud." r-ok (:Arzk)
WflaK.
ll 6
-3 Aq

n
later
Plat of all data for th■ surface:
Balanced
Project: HENRY MOORE FINISHING
Drawing: 8800 FINISHING
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

• 0 ' a
,Meter
Plot of the sloping lines for the surface:
Balanced
Project: HENRY MOORE FINISHING
Drawing: 8800 FINISHING
Number:
Location:
Bid Data:
Engineer$
Owner.'
Estimator:
Prepared by: using Sitework

rimeter
Plot of the contour data for the surface:
Balanced
Projects HENRY MOORE FINISHING
;Drawing: 8888 FINISHING
Number;
Location. -
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitswork

7.
Plot of the sloping lines for the surface:
Balanced
Project: HENRY MOORE FINISHING
Drawing: 8600 FINISHING
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimstor:
Prepared bW: using Sitework

• - •
i -- - -=i-- _._ •
Be
6 .2
61.
ogles
6.66 69. B
68. 8
�s.es id
og.gs
ae. a
E8. 9
69.68
69. B
Be. 8
69. 6
Be. 8
�o if IO �+,,d -,s 0.10 h; I\,&k
dup- } 0 9 R k,^ 4ew
FRvw+ Lha oo N
6 9.586
68.86
$9.75
69.75
69.26
59.75
59.75
69.26
59.75
58.75
9.26
75
Plot of the sloping lines for the surface:
Balanced
Project: HENRY MOORE FINISHING
Drawing: 8888 FINISHING
Number:
Location:
Bid Data:
Engineer;
Owner:
Estimator:
Prepared bW: using Sitswork

HENRY MOORE FINtSHINQ2 B608 FINISHTNQ: 8010mcod
ea JUN 97 3.35 PM

69.00
66.09
Be. as
46.00
Proppood
.................... ....................... ............... .......
\ /
/
--'-.~~----^................... --............................................................................... ..................... .......... ....................... —..............................................
-.......... --.............. ........ ..... .............. ............................................ ...... _.......... '.... ........ -..........
-'----'---'---------'-'---_'
`
------. --'_--.'--------_--_—_------_—''
----.............. '— ---'---- -------'-----'----^......................................... ............... --.................... ............. -'-'....... -'—'............ ..................................... ...................
. ` . .
40.00
(74,89,835.1*)
«8oe.iry
(66e.33,233.37)

0 0 0 • 0 • 0
tar
: HENRY MOORE FINISHING: 8800 FINISHING: Balanced 02 3UN 97 3:36 PM

66.80
60.00
66.00
Proppand
.................. ............................................... ........ _E,x.i,w.t.in% ............................................................................... ............................................................................................. ......
................ ....... ............ .. ...... ...... ... ................. ................. ...........
------------
........... ............................. ................ ......... ................. ........... ..... .......... . .............. .................. ........... .................................................. ....... I ............ ...... —
40.00'
(309.0i,101.35)
HENRY MOORE FINISHING1 8800 FINISHING
.................. I .... ....... ................................................................................ -11.1- ................. ; ............................................... ..................... A
(792.83)
(882.80,648.48)
02 JUN 87 3136 Pm

1•
10
WASTE UTILIZATION PLAN
----------------------
Owners name --:BOBCAT FIN County:SAMPSON
Mail Address-: 0
Type of production unit ---- :FEED -FIN
Number of animal units-----: 7040
Type of waste facility ----- :Anaerobic Lagoon
Temporary storage period---: 180 days
Method of application ------ :IRRIGATION
Amount of animal waste produced-----------------: 13376 tons/year
Amount of plant available N produced by animals-: 16192 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.
•

!i
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.
•
•
•
i
•
•
•
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
O 1 WAGRAM K N/A 50.00 50.0 2500 S-APRIL
0 1 WAGRAM C 5.5 50.00 50.0 13750 MAR-OCT
Total 100.0 16250
Available Nitrogen (includes commercial) 16192
Surplus Or Deficit -58
Crop codes: Crop -unit
A=Barley-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 grain(graze)-acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
Y=Fescue(pasture)-tons
Z=Bermudagrass(pasture)-tons
•

1•
1•
10
•
i
•
Fj
Cj
•
[j
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:
--------------------
Prepared by: 9"-wAm NmBsbu - - Title:7ect4uLcA(-SAr-c. Date: _,97
Concurred in by: Date: 16.3_94
Pro uce�
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.
�iffr�w
Technical Specialist:
(Copy to producer and copy to case file)
Date: Ll-q a
Date: � q7
0

Plot of the contour data for the surface:
Proposed
Project: HENRY MOORE FINISHING
Drawing: WUP
Number:
Location:
Bid bate:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework

WASTE UTILIZATION PLAN
REQUI M SPECIFICATIONS
l_ Animal waste shall not reach surface waters of the state by rnnof� drift, manmade conveyances, direct application, or
direct arise Argo during operation or land application. Any discharge of waste which reaches surface water is
prohibited.
2 There nest be do.ungen=an 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, bc/she shall provide a copy of a notarized agreement with a landowner who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the owner of the facility to secoxe
an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals,
method of tntrlir on, or available land.
I Animal waste shall be applied to meet, but not wxced, the Nitrogen needs for realistic crop yields based on soil type,
avatiable 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
discrcriou 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 tans but less than 10 tons per acre per year providing gass filter strips are installed where
runoff leaves the fieId. (S= FOTG Standard 393-Filter Strips)
5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there
! is danger of drift from the irrigation field
6. Wb= 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 ocher aft or to
surface waters and in a method which does not cause drift from the site during application. No ponding should occur
in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to
depth that would prohibit growth. The potential for salt damage from auimnl 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 learhing�
Waste nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more than 30 days prior to planting of a crop or forages breaking
dormancy-.
11. Any new swine Lcility 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.
MRCS, MC
. 3UNE, 1996

WASTE UTII MATION PLAN
REQLTMM SPE-CIRCAT'IONS
(cow)
Animal waste other than swine waste from facilitics sited on or after October 1, 1995, shall not be applied closer than
. 25 feet to surface water. This disransr may be reduced for waters that are not perennial provided adequate vege=ve
fillet' strips are present (See Standard 393 - Filter Strips).
11. 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.
0 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 "U=hnical 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,,
S pipe runs, etc.). Areas shall be fenced, as necessary, to protect -ire 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
able. Lagoon begs and structures should be inspected regularly for evidence of erosion, leakage, or discharge.
18, If animal production at the faciiiry is terminated, the owner is responsible for obtaining and implementing a "closurc
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 break kmms,
leaks, and spills. A regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vtgetables and other crops for direct human consumptiom
However, if animal waste is used on crops for direct human consumption it should only be applied preplan with no
further applications of animal waste during the crop season.
21. Aighiy visible permanent markers shall be installed to mark the top and bottom elevations of the temporary storage
(pumping volume) of all waste treatment lagoons Pumping shall be managed to maintain the liquid level between the
markers. A marker will be required to mark the maximum storage volume for waste szeragr ponds.
22. Sail 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 kept
for five years.
23. Dead animals will be disposed of in a manner that meets NC regulations.
1
NRCS, NC
R7NF, 1996

North Carolina Agricultural Extension Service
• .Agri -Waste Management
Biological and Agricultural Engineering North Carolina State University
LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCULATION
• OF LAND APPLICATION RATES
James C. Barker*
. I. SAMPLE COLLECTION
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
• a) From loaded spreader, collect about 2 lbs of manure from different locations using
nonmetallic collectors.
'0
ii. From Storage
a) Collect about 2 ibs of manure from under the surface crust avoiding bedding materials and
using nonmetallic collectors
B. Liquid Manure Slurry
i. Under -slotted -floor pit
. a) Extend a'/i" 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 subsamples from 5 or more locations or at least l quart.
d) Mix and add about % pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a) Make sure manure has been well mixed with a liquid manure chopper -agitator
pump or propeller agititor.
b) Take subsamples from about 5 pit locations, from agitator pump or from manure spreader
and place in a plastic bucket.
* Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State University, Raleigh, NC

H. SAMPLE PREPARATION AND TRANSFER
A_ Place sample into an expandable container that can be sealed Rinse residues fi-om container with
clean water but do not use disinfectants, soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
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. 3_ Poiyfoa;n Packers Corp.
7621 Whitepine Road 2320 S. Foster Avenue
Richmond, VA 23237 Wheeling, IL 60090
Ph: [phone] Ph: (31.2) 398-0110
2. Fisher Scientific Co. 4. NASCO
Is 3315 Winton Road 901 Janesville Avenue
Raleigh, NC 27604 FortAtkinson, WI 53538
Ph: [phone] Ph: [phone]
0
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
ii. Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P. O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
iii. Forward $4 along with the sample
iv. Include the following identification information with sample:
a) Livestock species (dairy, swine, turkey, etc.)
b) Livestock usage (swine -nursery, fmislung, turkey -breeders, brooderhouse, grower, number
flocks grown on litter; etc.)
c) Waste type (dairy -lot scraped manure, liquid slurry; swine -pit slurry, lagoon liquid, sludge;
broiler -house litter, stockpile)
v. Routine analyses performed on all samples: N, P, K, Ca, Mg, Ma, S, Fe, Mn, Zn, Cu, B
vi. Additional analyses performed upon request: DM, Mo, Cd, Ni, Pb

1•
II�Ep THLS WITH YOUR CERTIF'ICA'£ION AND OTHER WASTE
� MANAGEMENT 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
10 will go a long way in assisting all of us to better manage the
liquid level in our lagoons.
1. SHOW THE MAXIMUM LIQUID LEVEL (this'is the top pipe and is
located below the I 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 MANAGEMEN
MINIMUM LIQUID LEVEL STOP PUMPING

•
•
0
i
• • 0 •
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production Vegetative or wooded buffers;
M"- Recommended best management practices;
R"'Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals Dry floors
Floor surfaces • Wet manure -covered floors Slotted floors;
lO'�'Waterers located over slotted floors;
Feeders at high end of solid floors;
2Scrape manure buildup from floors;
Cl Underfloor ventilation for drying
Manure collection pits • Urine; Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
0 Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Fan maintenance,
Dust 0'/Efficient air movement
Indoor surfaces • Dust Washdown between groups of animals;
0 Feed additives;
C3 Feeder covers;
© Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon C3 Flush tank covers;
liquid while tanks are filling 0 Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon Extend recharge lines to near bottom of pits
liquid while pits are filling with anti -siphon vents
Lift stations Agitation during sump tank 0 Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater (3 Box covers
or junction boxes conveyance
AMOC -November 11, 1996, Page 3

Source
Cause
EMPs to Minimize Odor Site Specific Practices
End of drainpipes at
•
Agitation during wastewater
57 Extend discharge point of pipes underneath
lagoon
conveyance
lagoon liquid level
Lagoon surfaces
•
Volatile gas emissions;
CVIProper lagoon liquid capacity;
•
Biological mixing;
Or,'Correct lagoon startup procedures;
•
Agitation
01 Minirnurn surface area -to -volume ratio;
Minimum agitation when pumping,
O Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler
•
High pressure agitation;
Irrigate on dry days with little or no wind;
nozzles
.
Wind drift
G_1Minimum recommended operating pressure;
Pump intake near lagoon liquid surface;
CI Pump from second -stage lagoon
Storage tank or basin
•
Partial microbial decomposition;
❑ Bottom or midlevel loading;
surface
•
Mixing while filling;
CI Tank covers;
•
Agitation when emptying
❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; Extend drainpipe outlets underneath liquid
• Mixing while filling; level; `
• Agitation when emptying _ O Remove settled solids regularly
Manure, slurry or sludge • Agitation when spreading; ❑ Soil injection of slung/siudges;
spreader outlets • Volatile gas emissions ❑ Wash residual manure from spreader alter use;
❑ Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while ❑ Soil injection of slurry/sludges
slurry or sludge on field drying ❑ Soil incorporation within 48 hrs.;
surfaces
❑ Spread in thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
Dead animals • Carcass decomposition 31,"Proper disposition of carcasses
Dead animal disposal • Carcass decomposition ❑ Complete covering; of carcasses in burial pits;
pits ❑ Proper local ion/construcl ion of disposal pits
Incinerators + Incomplete combustion 0 Secondary stack burners
A► ' �`C -November 11. 1446, Page 4

Insect Control Checklist for Animal Operations
Source Cause
BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids
Flush system is designed and operated
sufficiently to remove accumulated solids from
mutters as designed.
W Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids
2Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation
iTIMainlain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage de,Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
��emulation of decaying wastage.
Lq Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
wing winter),
Feed Storage • Accumulations of feed residues 9' Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AN' - - November 11. 1996, Page I

1•
Mortality Management Methods
(check which method(s) are being implemented)
1•
C7 Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
• i� Rendering at a rendering plant licensed under G.S. 106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
I•
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CARROLL'S FOODS, INC.
WARSAW NC 28398
Project: Lie:nnQ�t�- L�
Drawing: T
Location: 5 a
Engineer:
Owner:p�_
Scale: 1
Pre ared BY:
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North Carolina's largest county, 963

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ROAD C1ASSIMCATiON Mapped, edited, and published by the Geological Survey
Primary h 4hwaY. Lght-dray road. hard or Control by USGS, NOS/NOAA, and State of North Carolina agencies

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WARSAW, NC 28398
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IRRIGATION SYSTEM DESIGN
OWNER'S NAME
—ADDRESS
PHONE
FARM NAME
LOCATION
FARM DESCRIPTION
QI�
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DESIGN APPROVED BY: R. Gregory Swain, P. E. a�' •
Swain Consulting Services, Inc. SE AL l
503 Underwood Street 16 415
Clinton, NC 2$328 �
[phone] cAE •••' yZP��a
N.C. License No. 016415 a ORV'5�.�
Comments:
Signature: `7�_ .lh..ti, -✓�� Date: 77 , 9
•

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Ale -nu /vote
Address: P.a, G-x 74<-
ChrJon
Telephone: 71 o - S 3 -. - * 33 -
TABLE 1 -' Field Specifications'
County: 6cLrv,p som
Date: xG 97
Field
Number'
Approximate
Maximum
Useable Size
of Field'
(Bereft)
SollType
Slope
Y.
crop(-!)-(In1hr)
Maximum
Application
Bala'}
Maximum
Application
per Irrigation
Gyclea
inches
Comments
40
Ate.
ra►e`
5
,m o-$I
I
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'Table to be completed in its entirety by Field Office personnel and forwarded to the Irrigation system designer.
'See attached map provided by the Field Office for field location(s).
'Total field acreage minus required buffer areas.
'Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
Irrigation Parameters USDA-NRCS
October 1996 page-1 North Carolina

TABLE 2 - Traveling irrigation Gun Settings
Mahe, Model and Type of Equipment: �� Ra;H Nard //er4 40e_1 MoJL1 30 W1 A/6tso/t. S',Q 100,T,, .A olr e&",v.lcalf
Field No I
and
Hydrant Not
Travel
Speed
IR1min)
Application
Rate
(Inlhr)
TRAVEL LANE
Effective Effective
Width {Ili Length 1).
Wetted
Diameter
(feet)
EQUIPMENT SETTINGS
Noule Operating operating
Diameter Pressure Pressure Arc
(inches) @ Gun (psi) @ Reel (psi) Pattern
e p W,44
Comments A
I A
1.7--S
30
21+0
r/00
316
l,o
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7
32o°
9-.3 I>�
I $
1.7 - 5
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3110
1.0
go
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32 D"
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1 C
1.1 - 5
.38
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1100
31(
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60
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1.7 -5
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316
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'See attached map provided by the Field Orrice for field locallon(s). * %'e. ,o el- b o N e yt ox x !e
'Show separate entries for each hydrant location In each field.
'Use the following abbreviations for various arc patterns: F (full circle), TO (three quarters), TT (two thirds), H (half circle), T (one third), 0 (one quarter).
May also use degree of arc In degrees.
Irrly-",n Parameters USDA-IRC5
oc" logo Page-2 t North Groan.

TABLE 4 - Irrigation System Specifications
Traveling
krl aifon Dun
Solid Set
Irrigation
Flow Rate of Sptlnkter (gpm)
r f g Z x Z L
Operating Pressure at Pump (psi)
Design Precipitation Rate (infhi)
3 �{
Has. Length {feet)
/000
XXXXXXXX
Type of Speed Compensatlon
��
XXXXXXXX
Pump Type (PTO, En=Ine, Electric)
Pump Power Requirement (hp)
58
TABLE 5 - Thrust Block Specifications'
Designer may nrovide thrust block details on separate sheet.
LOCATION
THRUST BLOCK
ARf A (sq. ft.)
90' Ilend s , G
2,3
Dead End
/1 %
Tee
1.7
rSee USDA-NRCS Field Office "Technical Guide, Section IV, Practice Code 430•1317.
trig:- 7 Parameters USDA -MRCS
Oct 1905 page4 North Carotin:

i • • • • • • i
IRRIGATION SYSTEM DESIGNER
Name: W A. MC L..e- od
Company: C&- ti-" ors Faeds
Address: A0. 8ok e54
Phone: 910 - ,Z 13 - 3 t13 4
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
I . A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thnlst 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 titre system.
b. 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 /bo' 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 Noe Discharged to Surface
Waters.
Irrlgallon parameters USDA-1RCS
oclober 1995 paged North Carolina

• 1 • • • • i •
Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on it similar sheet most convinient to the designer/supplier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment,
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Oct 1995 pa944 ' Norlh Carolin-

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---i'--=-- '(D2) -�30LP�I000' -ATER-REEL PERFORMANCE----YJXCHES DEPTH OF APPLICATION=---====--=:32
-------------------------------.-------- __--_-_------------'D6
NELSON ; SPRINKLER ; SYSTH ; IRRI&ATED ;RAVEL SPEED - FEET PER HOUR lips
SR100 PERFORMANCE ; INLET ; AREA ---------- 1C1
& NOI: ; PSI GPM ; DIA ; PSI ; KIDTH X LNGTH ; 40 50 75 ; 100 ; 150 1 200 ; 300 ;RA
.712' 50 74 ; 225 ; 67 158 X 1079 ; 1.0 0.3 0.5 € 0,4 0.3 11 0.2 ; 0.1 ;0.
Ring 60 ; 81 ; 240 s 79 168 X 1084 ; 1.0 6.8 ; 0.5 0.4 0.3 ; 0.2 A 0.1 110.
or .6' ; TO ; 88 ; 250 ; 90 ; 175 X 1088 ; 1.1 0.8 ; 0.6 ; 0.4 ; 0.3 ; 0.2 ; 0.1 :0.
Taper ; 80 ; 94 ; 260 ; 101 182 X 1091 1.1 0.9 ; 0.6 0.4 0.3 ; 0.2 ; 0.1 110.
'------------------------
---_---__��____..
-768' i 50 ; 87. ; 235 ; 70 -11 165 X 1082 .:- 1.1 0.9 0.6 ( 0.4 ; 0.3 0.2 0.1 ;0.
Ring 60 96 250 82 ; 175 X 1088 1.2 0.9 0.6 0.5 0.3 ; 0.2 ; 0.2 10.
or .65` 70 ; 103 263 ; 93 .; 184- X 1092 i 1.2 0.9 ; 0.6 0.5 0.3 ; 0.2 0.2 ;4.
Taper ; 80 ; 110 ; 273 ; 105 ; 191 X 1096 ; 1.2 1.0 ; 0.6 ; 0.5 ; 0.3 't 0.2 ; 0.2 ;0.
_ -n
.812', 60; !10 ; 260 ; 85 ; ~182 X l041-; 1.3 �--�_-_ .0,0 7 ; 0.5 ;-0T3 ; 0.3 ; 0.2 10.
i Of X ; 70 ; 120 ; 275 ; -98 ; 195 X 1096 ; 1.3 1.1 ; 0.7 ; 0.5 ; 0.4 ; 0.3 ; 0.2 10.
Taper ; 80 ; 128 ; 285 ; 110 ; 200 X 1100 1.4 _ 1.1 ; 0.7 ; 0.5 ; 0.4 ; 0.3 ; 0.2 ;0.
-----__..----------- --------------------_��_��------_-__-__--_---------;--
t .857- 60 ; 126 ; 270 89 ; 189 X 1095 1.4 1.i ; 0,7 ; 0.6 0.4 0.3 ; 0.2 ;0,
or ,75' ; 70 ; 136 ; 283.; 142 ; 198 X 1494 ; 1.4 1.2 ; 0.8 ; 0.6 ; 0.4 ; 4.3 ; 0.2 ;4.
Taper BO ; 146 ; 295 116 ; 207 X 1103 1.5 1.2 1. 0.$ ; 0.5 0,4 0.3 ; 0.2 1,0,
845•__--------i-3-----4-I-----S-I--19--_�--¢---i------ -------i--0.8 � 0.6-' 0.4 ' 0,3 - 0.2' �--
i , 60 , 4 28 i 9 , 1098 , 1.5 # 1.2 , , , 1 i 10.
or .8' 70 ; 155 ; 295 ; 109 ; 207 X 1103 ; 1.6 1.3 0,8 ; 0.6 ; 0.4 0.3 0.2 10.
Taper ; 80.; 165 ; 305 ; 122 ; 214 X 1107 ; 1.5 1.3 ; 0.9 ; 0.7 ; 0,4 ; 0.3 ; 0.2
-------------------------------------------------
----------------------�--
.927' ; 60 ; 164 ; 288 ; 102 ; 202 X 1101 ; 1.7 1.4 ; 0.9 ; 0.7 ; 0.5 ; 0.3 0.2 ,0.
0, .85' 70 "�: 302 117 ; 211 X 1106 ; '1.8 1.4 ; 0.9 ; 0.7 ; 0.5 0.4 0.2 :0.
Taper ; 80 189 ; 314 ; 131 ; 220 X 1110 ; 1.8 ; 1.4 ; 1.0 ; 0.7 ; 0.5 0,4 0.2 110.
---------- ---- -------------- --------------------------------------------'----------_-'
1 1.0' ; 50 ; 204 ; 300 ; 108 ; 210 X 1105 ;. 2.0 1.6 ; 1.1 ; 0.8"; 0.5 ; 0.4 ; 0.3 10.
Taper ; 60 ; 224 ;. 316 ; 127 E 221 X 1111 ; 2.1 1.7 1.1 f 0.9 ; 0.6 ( 0.4 ; 0.3 "0.
70 243 ; 338 146 ; 237 X 1118 ' . 2.2 ' 1.7 ; 1.2 0.9 0,6 i 0.4 ; 0.3 1,0.
a-_----_
gOURS FOR 1000 FEET OF TRAVEL:, 25.0 , 20,0 , 13.3 ,10.0 , 6.7 , 5.0 , 3.3 ,J1
i------------------------- ;---------------------,.._.._----
dates: Sys tea`!'n'1e preiau're sill be approx 10 PSI lower for engine driven oachibe's.
Turbine drives will have higher pressure losses at the higher speeds.
The precipitation rate is in inches per hour and is basec on a sprinkler arc of 320 degrees.
300 feet per hour aay be passible with the engine drive mrsion only. .2 7 6 A A , _ rW,A,A-�L
-- - -- ___-------------------------------------------------------------------------------------

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CUMMINS A LEADER IN DIESEL TECHNOLOGY
Performances shown are for coo`T
water, close -coupled electric
configuration with packing. Other
mounting styles or liquids may
require horsepower and/or
performance adjustments.
Feet x .305 = Meters
Inches x 25.4 = Millimeters
GPM x .227 = Cubic Meters/Hour
GPM x 3-7135 = Liters/Minute
HP x .746 = KW
HP, efficiency and NPSHR are
for full diameter impeller only
and may vary somewhat for less
than full diameter impellers. See
fixed speed curves for more
exact data at various speeds
and impeller diameters.
Water pumping hp estimating chartt
Model 3 HA
6owdozEftn.pg.
neap ffM/7 C�,iOu�� my 7r��
Sltl
spmd
hi weft DEd old Sryte I N{ I
sofCis
ignypd.raW7,,»,+r�
Vour E
var o. RPM
i 10 Then RpM I 10
Trim RPM HO TM WU
HD l Tnrn
RPM
ter RA Diame
1 C
t527 i➢W D ,5.27 low
15T7
,6,J0
9 1522 22M
ta,W ZWO 113 W I Z=
113-81
1:
t522
ia.17 i 24M
13W 2,= 1281- 1 Z=
1267
2=
„ 124M
#I
1.7
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d ei
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to Fr.,ene teric,ta:o-
=app
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ga POP
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err 40 mf
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f i
o zM
aoo aaa 000
1200 v 6. Ga"o■s Fe; h mUTi
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CAPACITY
CORNEU PUW COMPANY r %-VNM, prop=
3HA — VARIOUS RPM
'Available in Canada and U.S.
The inte7section of the row (total tread) and column (gallon per minute) shows the engine horsepower requirement.
tAssumes 75% overall system efficiency, Including pump, gearhead, and shaft. �� — GPM x head in feet
"Total head = Depth to pumping level plus pressure head. (1 psi ;= 2.3 ft.) 3960 x system Rffir.iPnry

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CARROLL'S FOODS, INC. M A Q
WARSAW NC 28398 r llf 4
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Approved By: Date:
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Farm Name: fiGmry_
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