820699_CORRESPONDENCE_20171231

NUH I H LAHULINA
Department of Environmental Qual
II

Michael F. Easley, Governor
o�oF wArE,�QG
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007 II
James B Best
TDM 30 (Best Bros.) JUN 2 7 2057
4230 Church Rd t
Clinton, NC 28328
Subject: Certificate of Coverage No. AWS820699
TDM 30 (Best Bros.)
Animal Waste Management System
Sampson County
Dear James B Best:
In accordance with your application received on 11-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to James B Best, 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 TDM 30 (Best Bros.), located in Sampson County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 0 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 2600 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 pav
careful attention to the record kegping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www.ncwaterqualiZ ore Location: 2728 Capital Boulevard Raleigh, NC 27604
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If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A natnelownership 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,
lr
for Colleen H. Sullins
Enclosures (General Permit AWG 100000, 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 AWS820699

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Mpartmcnt of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
November 1, 2007
RECEIVED
James B. Best NOV 0 g
TDM 30 (Best Bros.)
4230 Church Rd
Clinton, NC 28328 190=tAYS1 UEROMOFRCE
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820699
TDM 30 (Best Bros.)
Animal Waste Management System
Sampson County
Dear Mr. Best:
The Division of Water Quality (Division) received your sludge survey information on October
30, 2007. With the survey results, Doug Niemond requested an extension of the sludge survey
requirement for the lagoon at the TDM 30 (Best Bros.) facility not to be required until 2009._
Due to the amounts of treatment volume available, the Division agrees that a sludge survey is not
needed until 2009. The results of the 2009 sludge survey are to be submitted by March 1, 2010.
Thank you for your attention to this matter. If you have any questions, please call me at (919)
715-693 7.
Sincerely,
Miressa D. Garoma
Soil Scientist
cc: Fayetteville Regional Office, Aquifer Protection Section
Central Files
Doug Niemond
N�`;tltCarohna
J�atreru!!y
Aquifer Protection Section 1636 Mail Service Center Raleigh_ NC 27699-1636
Internet: www_newaterquality org Location: 2728 Capital Boulevard Raleigh, NC 27604
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Telephone: [phone]
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Customer Service: [phone]

0=0� W A T�CRG
Michael F. Easley, Governor
y William G. Ross Jr.. Secretary
j r North Carolina Department of Environment and Natural Resources
4
Alan W- Klimek P.E. Director
December 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Best Brothers
TDM 30 (Best Bros.)
4230 Church Rd
Clinton, NC 28328
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Division of Water Quality
RECEIVED
DEC 06 =
DIM — MAYETiEldU REi OML OMCE
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at hM:lWo.enr.state.nc.us/aps/afouldownloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number. [phone]
In order to assure your continued coverage under one of these two 1yVes of general permits, ypu must submit an a lication for permit
coverage to the Division. Enclosed you will find a 'Request for Certificate of Coverage Facilfty Currently Covered by an Ex irin
NPDES General Permit.' The a lication form must be completed and returned by January 2 2007. Please note ou must include
two (2) conies of Your most recent Waste Utilization Plan with the application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 820699
TDM Farms Inc
Aquifer Protection Section 1636 Mail Service Center
Internet: rww_w,ncwaterquality.arg location: 2728 Capital Boulevard
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Raleigh, NC 27699-1636 Telephone:
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Fax 2:
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N� Carolina
(919) Nafuraliy
[phone]
[phone]
[phone]

�OC A T1 j9QG Michael F_ Easley, Governor
Ct
0 William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Q Alan W. Klimek., P.E. Director
Division of Water Quality
January 3, 2006
CERTIFIED MAIL
REC �
RETURN RECEIPT REQUESTED ,IAN 2 zD6'
Best Brothers-FAI�f RDNAL0�1G
TDM 30 (Best Bros.)
4230 Church Rd
Clinton NC 28328
Subject: Notification for Phosphorus Loss Assessment
TDM 30 (Best Bros.)
Permit Number NCA282699
Facility 82-699
Sampson County
Dear Best Brothers,
There is a condition in your recently issued Animal Waste Management General NPDES Permit'
addressing phosphorous loss standards, The permit condition quoted below states that if the state or
federal government establishes phosphorus loss standards your facility must conduct an evaluation within
180 days, The Federal Natural Resources Conservation Service has now established this standard. A
computer -based program was developed to determine how much phosphorus was being lost from
different fields. Instructions on how to comply with this requirement are provided below.
w
In accordance with your NPDES Permit Number NCA282699 Condition I.6, your facility must now
conduct a Phosphorus Loss Assessment. Condition 1.6 states:
"if prior to the expiration date of this permit either the state or federal government establishes
Phosphorus loss standards that are applicable to land application activities at a facility operating
under this permit, the Permittee must conduct an evaluation of the facility and its CAWMP under
the requirements of the Phosphorus loss standards to determine the facility's ability to comply
with the standards. This evaluation must be documented on forms supplied or approved by the
Division and must be submitted to the Division. This evaluation must be completed by existing
facilities within six (6) months of receiving notification from the Division.
Once Phosphorus loss standards are established by the state or federal government that are
applicable to facilities applying to operate under this permit, no Certificate of Coverage will be
issued to any new or expanding facility to operate under this permit until the applicant
demonstrates that the new or expanding facility can comply with these standards."
The method of evaluation is the Phosphorous Loss Assessment Tool (PLAT) developed by NC State
University and the Natural Resources Conservation Service. PLAT addresses four potential loss
pathways: leaching, erosion, runoff and direct movement of waste over the surface. Each field must be
individually evaluated and rated as either low, medium, high or very high according to its Phosphorus
NorthCamlina
NaWn71111
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer service
Internet: http!/h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax (919) 715-W48
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Best Brothers
Page 2
January 3, 2006
loss potential. The ratings for your farm must be reported to DWQ using the attached certification form.
The PLAT forms must be kept as records on your farm for future reference.
From the date of receipt of this letter, a period of 180 days is provided to perform PLAT and return the
certification form to DWQ. Only a technical specialist who has received specific training may perform
PLAT. You are encouraged to contact a technical specialist now to run PLAT on your farm. Your local
Soil and Water Conservation District may be able to provide assistance. This information on the attached
form(s) must be submitted within 180 days of receipt of this letter to:
Animal Feeding Operations Unit
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
NPDES permitted farms will need to have implemented a nutrient management plan which addresses
phosphorus loss before the next permit cycle beginning July, 2007. If you have any fields with a high or
very high rating, then your waste utilization plan will require modifications. The purpose of performing
PLAT this early is to allow adequate time for making waste plan modifications where necessary. With
the next permit, continued application of waste will not be allowed on fields with a very high rating_ For
fields rated high, only the amount of phosphorus projected to be removed by the harvested crop. For low
and medium ratings, phosphorus will not be the limiting factor. Once the PLAT evaluation is completed
on your farm, you will know if you have fields that need further work. You are encouraged to begin
developing and implementing a strategy to deal with any issues as soon as possible.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statue or permitting requirement.
If you have any questions regarding this letter, please do not hesitate to contact me at [phone] or
the Fayetteville Regional Office at [phone].
Sincerely,
Paul Sherman
Animal Feeding Operations Unit
cc: Fayetteville Regional Office
Sampson County Soil and Water Conservation District
Facility File 82-699

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number W-A � ULi if County & wk po n Year 2001l
Facility Narne (as shown on Certificate of Coverage or Permit) 10 m ' 0
Operator in Charge for this Facility Do Certification # f 3 J 1`7
Land application of animal waste as allowed by the above permit occurred during the past calendar year
YES NO. If NO, skip Part I and Part H and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Faciir Information:
1. Total number of application Fields 0 or Pulls (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): 13 Total Useable Acres approved in the CAWMP
2. Total number of Fields ❑ or Pulls (please check the appropriate box) on which land application
occurred during the year: 9- _ Total Acres on which waste was applied , 0
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit:
5_ Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year 0 tons ❑ or gallons ❑ .(please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
5�51'(, A
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest 5-ci c: � , ,-- 'J t0e-64
Smallest y a 7 F, vvu l o A/-Z,4 to
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility. is the annual average numbers)
8. Facility's Integrator if applicable: IQ n " 4 ✓+Y%-S
Part II: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO.BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
Only animal waste generated at this facility was applied to the permitted sites during
the past calendar year.
AFACF 3-14-03
RECEIVED
FEB 04 =
E� Yes ❑ No

2. The facility was operated in such a way that there was no direct runoff of waste from Imes ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past P Yes ❑ No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during D4es ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the E Yes ❑ No
levels specified in this facility's CAWMP during the past calendar year.
G. All land application equipment was calibrated at least once during the past calendar year. Ul�es ❑ No
7.
Sludge accumulation in all lagoons did not exceed the volume for which the lagoon
�'es ❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
S.
A copy of the Annual Sludge Survey Form for this facility is attached to this Certification.
/Yes ❑ No .
3.
Annual soils analysis were performed on each field receiving animal waste during the
"s ❑ No
past calendar year.
10.
Soil pH was maintained as specified in the permit during the past calendar Year?
Yes ❑ No
11.
All required monitoring and reporting was performed in accordance with the facility's
[es ❑ No
permit during the past calendar year.
12.
All operations and maintenance requirements in the permit were complied with during
LK Y eS ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13.
Crops as specified in the CAWMP were maintained during the past calendar year on all
19'Yes []No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14.
All buffer requirements as specified on the permit and the CAWMP for this facility were
L7 Yes []No
maintained during each application of animal waste during the past calendar year.
"1 certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
ifultY1e%5
or
Signature of Permittee
Suture of Operator in Ch
(if different from Permittee)
AFACF 3-14-03 2
Date
Ll Y OS
Date

SI�a�e s7D 3�
Farm Name: + l 1_ 3 o
Lagoon Side Slope: 3
Date: N q`{
A
a'
Dt,po k(A S(A
i r) -�+
D.-F+h = o. c �t
4 a " F,rcc 6'.. •j

Nutrient Management Plan For Animal Waste Utilization
07-30-2001
This plan has been prepared :for:
Best Brothers
Robin and Jimmv Best
4230 Church Rd.
Clinton, NC 28328
910-567-5106
This plan has been developed by:
Doug Niemond
TDM Farms
Box 300
Newton Grove, NC 28366
910.594-0 219 �.
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
E /
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Commission.
Plan Approved By:7-7
Te ical Specialist Signature Date
---- --•------- ----------------------
867744 Database Version 1,05
FEB 1
---------•-------------- --- -- ------
Date Printed: 07-30-2001 NIGover�Page J
PE,-', ',IMNG

• �7
NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Background Information
Field Name: UN1
Soil Map Unit: WAGRAM 0-8
Total ASCS Acres:
Total Useable Acres: 49 If-f
Soil Sampling Date <ENTER>
Soil Test Class
Soil Test Results:
pH Acid CEC CBS P-I K-I Cad Mg% Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1.5 feet 1.3
Maximum Irrigation Rate - inches per hour 0.60
Maximum Amount per Irrigation Event - inches: 0.72
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :5/13/1997

Doug Niemond
•
TD`1 Fm=
v
Box 300
'
Nekton Grove, N.C. 28366
9I0-594-0219
TDM`Fanms
y..;
RECEII/PD
June 10, 1999
jUNm 1 4 1999
Division of Air Quality
FAYETTEVILLE
REG. OFFICE
Fayetteville Regional Office
Wachovia Building
225 Green Street Suite 714
Fayetteville, N.C. 28301
Dear'Sir or Madam:
:5 ..
F
I am you per instructions received in a letter from Mi. Alan Klimeck dated May 27, 1999
3F
-. ? `_;
,.h
concermngLempararq odor rules for swine farms. In his letter Mr. Klimeck stated that if 1 believed
r
�r�ematic
,t v
tbe..'it1S for you to comply with any of these required management practices please send
written documentation by August 1,1999." We believe that it is problematic for our fauns to comply
with`requimmeat No. 7. In addition we also question the effectiveness of requirement No. 1 and
believe that both of these rules will have a negligible or adverse effect on odor and could produce
negative impacts on water quality.
Requirement No. 7 states that flush tanks should be covered or the fill pipes should be extended below
the surface of the wastewater of the tank From personal observation, I feel that these tanks and the
way that they fill are not a significant source of odor on a swine farm_ By covering or extending the fill
pipes the farm operator will not be able to obsen•e the rate at which the recycle water fills the tank.
This is critical because the tanks are often set up to dump periodically with a timer. If the tanks dump
before they are filled the result is insufficient, water to completely move the manure out of the pit thus
creating more odors from the building, Conversely. if the tank fills before it is time to dtnmp. you risk a
spill via a blocked overflow pipe.

June 10, 1999
Page 1
Requirement No. l states that the discharge point of the pipe from the buildings shall enter below the
surface of animal wastewater lagoons_ This requirement will make it impossible for the operator to
observe what is being discharged from the buildings. A pipe that becomes clogged may go undetected
leading to a back up of recycle water in the pit with the potential to spill out of the building The
operator also will not be able to detect any unusual discharge such as fresh water from a leak or
malfunction. The added turn in the pipe needed to direct the flow under the lagoon surface could also
increase the chance of a blockage.
Because of these concerns we have not covered or extended the fill pipes on the dump tanks at any of
the farms that we own or manage. We have extended our discharge lines under the surface of the
lagoons. We have advised our growers to extend their discharge lines but have given them their choice
on how to handle the flush tanks. Most have opted to leave them as is. I have included a list of farms
associated with TDM in your region. This includes farms, which we own, manage, or grow hogs on
Contract for us.
Thank you for your attention to this matter and if you have any questions please feel free to contact me.
Sincerely,
V
Doug Niemond
Environmental Manager
Cc:DWQ Mr. Bob Heath

FARM NAME DWO FACILITY NO.
TDM#1 WALLER
82-378
TDNW TARHEEL FARMS
26-25
TDM#5
TDM#6 CASEY
82-274
TDM#7 WILSON
82-196
TDM#8 ROSE
82-101
TDM#11 HARRELL
82-275
TDM#12 A&W
82-97
TDM#13 S&O
82-282
TDM#14 MARK BAREFOOT
82-521
TDM#16 3D
82-210
TDM#17 DODSON
82-390
TDM#18 GIDDENS
82-100
TDNW 9 BASS
82-221
TDM#20 THORNTON
82-47
TDM#21 HERRING
82-49
TDM#23 DAUGHTRY
82-601
TDNW4 WILLIAMS
82-625
TDM#25 SUTTON
82-718
TDM#26 CYPACK
26-72
TDNW30 BEST BROTHERS
82-699
TDM#100 BAREFOOT NURS
82-58
TDM#102 SULLIVAN
82-175
TDNW 03 EDWARDS
82-177
TDM#104 CASEY NURS
82-655
PCH
82-94
PCH-Ff NISHING
82-67
PCH 6
82-488

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Forme
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operafio�Is t997
This application is for new or expanding facilities only. The design portions ofth
Animal Waste Management Plan (AWMP) certification form, Part II, 11111V be -included
with this application prior to the application being accepted as complete.
Application Dater n�9 7
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
I . One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
2. Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
A,Mnlican Initials
,e)'
96
3. Three copies of pages 1-3 of the Animal Waste Management Plan (AWMP) Certification Form,
including Part II (Certification of Design Items A-F). if the facility does not have Part lI of the
AWMP completed, it must be completed prior to submittal of a general permit application for
animal waste operations. p
4. Three copies of the Animal Waste Management Plan (A)VvIP) used for facility design.
II. GENERAL INFORMATION:
1. Farm's name; 74/7 30 c E]r'a5
2. Print Land Owner's name: �o �_ t
3. ?Flailing address: 1roe,10 C_hatrA A,4w.
City: e✓ n State: _ /li G Zip:
Telephone Number: (_�2 Z12 S1,06
4. County where farm is located: el
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a Copy
of a county road map with the location of the farm identif"led): ^ • y
S,(1 1 FoF an oaf . _3 /c f /gDS
6. Print Farm Manager's name (if different from Land Owner): a
7. Lessee's I Integrator's name (if applicable; please circle which type is listed): a %y
FORM: AWO-G-NE 3/21/97 Page 1 of 3

d r
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 maximum number for which the waste management structures were designed.
T=gfSw Ng. of &niMals T= Qf PQol= No. of Animals Tvpe of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0Zeer to Finish 0 Non -Layer 0 Beef
4w to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the fart: o. of Animalsz
3. Acreage cleared and available for application:. _� 3• / 7 ; Required A=age (as listed in the AWMP):
4. Number of Lagoons: ; Total Capacity: _ �2 b G .3.3 53 Cubic Feet UP)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
5. Are subsurface drains present within 100' of any of the proposed application fields? YES or (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or NO (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) ES NO (please circle one)
Wbat was the date that this facility's swine houses and lagoon were stied? 1?f1311gz
What was the date that this facility's land application areas was sled? _ ��Xf
IV. APP ICANT'S CERTIFICATION:
1, i4rC e C
jrf (Land Owner's name fisted in question 11.2), attest that
3o
this application for TD//��
.� zr.�.� f •:+a ! 5 G , (�&I(Farm name listed in question II.1)
has been reviewed by rite and is accurate and complete to the best of my knowledge. 1 understand that if all required pans of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to e . complete.
Signature Date 0 97
V . MANAGER'S CERTI{F^ICA j �J. (complete only if different from the Land Owmer)
I, 2 a iAn� (Manager's name listed in question II.6), attest that this
application _ 2L /l .3 0 des t .Q,,, (Farm name listed in question II1)
has been reviewed by me and is accurate -and complete to the best of my knowledge. I understard 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.. ,f - ;
Signature i''l PAf 'Kj Date �% 3° 9 7
THE COVIPL TED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISIO'_V 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

Animal Waste Management Plan Certification
(please type or print stl information that does not require a signature)
Owner(s) Name: a ,'
Mailing Address:
Existing or New or Expanded (Please circle one)
General Information:
Name of Farm: 7-I)M �96 (_ &, c, A e.s j Facility No:
Phone No:
Farm Location: oFourteen Digit Hydrologic Unit: 0 3 o 3 0 o Q4,,1 D a (Do ;� rp
Latitude and Longitude: 3,�— to /3. 9 I 78 /P Vito, County: _ 6em gSoy
Please attach a copy of a county road map with location identified and describe below (Be specific:
road names, directions, milepost, etc.): % ,% AjG
Operation DescriDtion:
Type of Swint No of Animals
() Wean to Feeder
() FtsOr to Finish
( arrow to Wean 00
() Farrow to Feeder
0 Farrow to Finish
Type of Pouilry
()layer
()Pullets
Other Type of Livestock:
No of Animals Type of Cattle No of Animals
()Dairy
()Beef
Number of Animals:
Expanding Operation Only: j
Previous Design Capacity: Additional Design Capacity:
Total Design Capacity:
Acreage Available for Application: ,g. f 7 Required Acreage:
Number of Lagoons/Storage Ponds: _ _( Total Capaci : 3 Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or N (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner/Manager Agreement
](we) verify that all the above information is correct and will be updated upon changing. 1 (we) understand the operation and maintenance
procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we)
know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a
new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) understand that there
must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by
the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the office of the local Soil and Water
Conservation District. I (we) know that modification must be approved by a technical specialist and submitted to the Soil and Water Conservation
District prior to implementation. A change in land ownership require written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer./} '
Name of Land P-%Xn:L
Signature:
Name of Mafn�agifdifnt from
Signature: AWC -- Janurary 1, 1 7
Q1
Date: y _2V77
Date: Y1_30/q 7

Ir
Technical Specialist Certification
i. As a technical specialist designated by the North Carolina Soil and Water Conservation Comtrtission pursuant to 15A
NCAC 6F .0005, 1 certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina
Sol] and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following
elements are included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC,I) the technical specialist should only certify parts for which they are technically competent.
II. Certification of Design
A) Collection Storage, Treatment System
Check the appropriate Got
O Existine facility without retrofit (SD or WUP)
St rage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
( New ex ended or retrofitted facilit (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have
been designed to meet or exceed the minimum standards and specifications. �it`t'
Name of Technical Specialist (Please Print) ,'�VW
1
Affiliation: Agriment Services Inc
Address(Agency) Beulavllle, NC 28518 Phone No: %���••�,�:'� •' 14r
(919)568c2420, [phone] Fo_ •......• :n�'.�
Signature: r � Date: j 0,.1 f 911 'f o p,,.�•'.
B) Land Application Site (WUP) v
The plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop t�
suitable for waste management; hydraulic and nutrient loading rates.
e appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been destined to accordance
with technical standards developed by NRCS.
Name of Technical Specialist (Please Print):
Affiliation: Agriment Services Inc
Address {Agency): Betulaville, NC 28518 Phone No.:
68- 42 919 58-0707
Signature: _ Date: S�o/�7/
A1k"C -- 1anuary 1, 1997 V

r -'D) Application and Handling Equipment
Cheek the.-lppropriate box
() Existinaor expanding facility with existing waste application equipment (WUP or I)
:Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a schedule for timing of application has been established; required buffers
be maintained and calibration and adjustment guidance are contained as part of the plan).
( —New expanded, or existing facility without existing %:.-ante application Nuipment for57rav 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 area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of applications has
been established; required buffers can be maintained: calibration and adjustment guidance are contained as part of the
plan).
(} New,exyanded or existing facility without existing waste, application equipment for land spreading not using Trav
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 applicaions has
been established: required buffers can be maintained: calibration and adjustment guidance are contained as part of the
Name of Technical Specialist (Pleasty W.4.•°-���:
-
o
Affiliation:
Address(Agency): =
{ � y): Q a s
12�73 Phone No:
Signature: "' �'•=::i::�• V,`� Date:
E) Odor Control Insect Control IN16H21ity man >f mergencv Action Plan (SD SI NVU RC or
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortaility 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 Mortality
Mananeement Plan and the Emergency Action Plan are complete and can be im lemented by this facility.
Name of Technical Specialist (Please Print):
Affiliation: A9riment Services Inc
P 0 Box 1096
Address (Agency)- eu apt e, NC 2i3518 Phone No.:
( g Y) [phone], (919)652-075 i
Signature: Date: S iJ f�
F) «'ritten Notice of New or-rx and' Swine Farm
The following signature block is only to be used for nt,.: or expanding swine farms that begin construction after Junc
?! , 1996. If the facility was built before June? 1, 1996, when was it constructed or last expanded . I(we)
certify that l(we) have attempted to contact by certified :nail 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
',x•as in compliance with the requirements of NCGS 1 Cfi-5C6. A copy of the notice and a list of the property ow-riers
not IF is attached.
Name of Land Owner:
S2nature: � - Gam' �� i,��r.�•--, ,�_ L������/ % I
Name of wianager (if different from owner): X)u� �cn��� �f T,pi-r / iy'>
Signature: �7 ����/ Date: L112o/��
�'; -- January 1. 1

LEGS
HR
o Pum
-+- 6" P`
o THRI
vALE.
IRRIGATION DESIGN
JIMMY & ROBIN BEST FARM
Prepared by: M. Floyd Adams, P.E.
Date: May 13 1997 _

JIMMY 8 ROBIN BEST
2600 FARROW TO WEAN
SWINE FARM
APPROVED ANAEROBIC LAGOON DESIGN
GRID SURVEY
WASTE MANAGEMENT PLAN
RELATED MAPS
IRRIGATION PLAN
DESIGNED BY:
AGRIMENT SERVICES INC.
P.Q. BOX 1096
BEULAVILLE, NC 28518
[phone], [phone]
rna--
rn �
,Ln
O
S

ArRINEN`F SERVICES INC.
SWINE FACILITY SITE EVALUATION
GENERAL INFORMATION
NN I E bn T 9CAS . X+4,e pt -# Z. LOCATION S . a{ /tIC /3
30
Cam �+.? C _,_��3�5 - 3 •�� s.P i as.
TELEPHONE (910 SG i - _ SI7.E OPERATION / Z L �er�dc�
r6l D&
LOCATION DATA'C�L! •—/ $-�`lj!
DISTANCE FROM NEAREST RESIDENCE NOT OWNED SY PRODUCER la446 FT.
DISTANCE FROM NF.ARFST PUBLIC FACILITY (school, church, etc.) 3404=deFT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES NO_
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL STREAM? YES // NO
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY? YES NO
ARE. UTILITIES IN CONSTRUCTION AREA? YES NO
HAS SITE BEEN CIIF.CIkF.n FOR UNDF.RrROUND TILE? YES � NO
WETLANDS /
WIT..L SITE INVOLVE: CLEARING WOf)I}LAND OR ANY NON -CROPLAND? YF.S Y NO
WILT, ACTION RESU[,T IN SWAP IPRUSTINr? YES NO
ODOR CONTROL
HAS OL"OR CONTROL BEEN DISCUSSED WI171 rRODUCER:
PREDOMINANT WIND DIRECTION? YES �� NO_'
PRECTIARGING LAGOON WITI1 FRFSIT 14ATER TO -AT LEAST 'g
OF THE CAPACITY? YES NO
USING� GOOD SOUND JUL1FN'T IN T,ANT) APPLICATION OF WASTE? YES NO
OTIIER ENVIRONMENTAL FACTORS
IS E'71DAIIGERED AND/OP. TTIRFATFNFn SPECIES ITAAITAT PRESEP•if? YES NO
IS a DESIGNATED NATT.TP.AL SCENIC AREA INCLUDED IN THE PLANNING
anr• n nP WILL PIANVIN(: ACTVINS IMPACT ON AN ADJACENT NATURAL
SCENIC AREA? YES NO
IS AN ARCITAEOTf'r.TC'AL OR HISTORICAL SITE• LOCATED IN TITE PLANNT-D
ARE:1? YFS Nn 1%
APE "MERF. PRIME, [JNIO['F, STATE OR Tf, Cr1LLY IMPORTANT FARFTI.ANDS IN
TI?F Of ERATIPI(. I►rITT? YFS —Z Nn _
iti I [_ L l 11F ACTION RFC[ of '1' 1 Pd S0I)R[ IS'['I rI-' YES NO

WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGF! LAND TO PROPERLY LAND APPLY
ALL WASTE INCLUDING SLUDGE, AL711ODGI1 SLUDGE MAY ONLY
BE APPLIES INFREQ1JFN71,Y? YES
IF NO, DOES PRODUCER IIAVF ACCESS TO MORE LAND? YES
NO
NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT
ON L.AI'ID ON WHICH TO APPLY WASTE? (ATTACTI WASTE UTILIZATION
PLAN TO SITE EVAL.) YES 4� NO
SOIL INVESTIGATION
IS SOIL SUITABLE FOR LAGOON? YES NO
IS A LINER REOUIRED? YES P-' NO
TYPE OF LINER To SE USED: CLAY y/ BENTONITE SYNTHETIC
IF CLAY LINER IS TO PE USED, TS SUITABLE CLAY AVAILABLE
ON SITE? YES NO
IF CLAY IS NOT AVAIIARLE ON SITE, DOES LANDOWNER HAVE A11,4
ACCESS TO CLAY? YES NO
IS A CORE TRENCH REOUIRED? YES �� NO
IS SUBSURFACE DRAIN TILE PRESEN'r? YES NO _1�f
SITE APPROVED
YES _L NO CONDITIONAL=
COtti•tEArI'S l.a..clow.. Itio.d �S �:�.`� •�u.4 a.. c..%��r �► c.►s�e e �
t....cijo.. 1' -4 it it 'tIVZ-Od.
.i-z A�-' f /es..r/ �ti•G,./, a., a e ..� . �+/ / Q 1%4i i4�
gg;KC.ss 70 a=s �+% . �r,.`t i {� 7` i.s s
7�« `I Pi %^A 4 01 -ectt�
T1IS SITE INVESTIGATION IS VALID FOR TWELVE MONTHS FROM THE DATE SHOWN BELOW. IF
CONSTP.UCTION HAS NOT BEEN STARTED WI711IN TWELVE MONTHS, A NEW SITE INVESTIGATION WILL BE
REXTRED.
SIGNATUPF DATE
TECIMICAt SPECIA ST/ENGINEER

AGRIMENT SERVICES INC.
Soils Investigation
NAME 14ob;3 esT DATE_ _2/ 3L%�
ADDRESS z30 CA-u,c_.4 kco,., .
r/".," *t/_C . z S, 3n� R
LOCATION / .S. al •Vc i3 . . 1, — '/- E. Cr 5x /s'oA'. d.,nr. 3 /,--
SKFTrR op PP0,TFC'T ST'T"F
sR
fgoS
r.-S At. 6,0
op
--w
,5R
/9a S
WATER TABLE _ *
BORINGS
0-1_
5wr
1-2
sr►a
sc
2-3
SGLcL
SGL
3 - 4
cc.L
S -
4-5
5c
s_l—
sic.sc
5-6
5"-5L
scc.-sc
Sc.L-sc
6-7
Scs
scc_s•c
sr.-
7-8
sGc_
*
5c-
8-9
scf-
sct�sc
.scc-s
9-10
see-sc.c_
5c.L
10-11
s.+r-sic.
sc4.-sm
sccr s•M
11-12
12--13
13-14
14-15
Borings
made by .� �^
Agriment
Technician
Remarks:
♦�G�
,%/
nth
/�
6 -."
liamr. All
J Q+'<'RL
d�1
r4. iv
J
G'/-6v Atli. frY i4ii b's
�♦
�i�, •
-a
1
I
' -4//'�

U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner I&A County � 2h
Iluc c
Community or Group No. G230300b60 aaa a Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation A1%
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
. Est. Elev.:Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
I
2
3
Describe potential for loss of life and damage to exisj�ing or probabl future downstream
improvements from a sudden breach S�iuc��r�G a 6�-/� W Soo
Sf/rr/1 p �CcKvi �� �WA/4P' �%IcfG is �//x /CrsF__. �DSS o�
le
Hazard Classification of Dam O b, c) (see NEM-Part 520.21)
Dam Classificati
By
Concurred By
II, III, IV, V) -Z.,
NOTE: I. Instructions on reverse side.
2. Attach additional sheets as needed.
Date
Date Jr /D

NARRA TIVE OF OPERATION
Based upon the letter dated May 1, 1997 from Dennis Ramsey to
Jimmy/Robin Best the population of this facility has been reduced. Senate
Bill 1217 refers strictly to animal population to depict the setbacks for the
operation or to term the facility an "expansion". The population for this site
was locked at 7344 feeder to finish swine on September 13, 1996 by a site
evaluation completed by Technical Specialist, William H. Farmer Jr.
As a result of the May 1 ' letter,a conversion factor supplied by North
Carolina State University was used to alter the population of this site. The
new population of this site is: 2600 farrow to wean * 2.5 animal conversion
factor = 6500 animal population. As a result, there has been no increase of
population in accordance with Senate Bill 1217. Therefore, the setbacks that
were in place at the time of the site evaluation have been applied to this
design.
Ronnie G. Kennedy Jr.
Vice -President of Operations
Agriment Services Inc.

IMF` F..P.I ilip.i? EFPf-lCH' - W
Mc-, q 2 '97 9 :?r F. 01/01
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B_ Howes, Secretary
A_ Preston Howard, Jr., P.E., Director
May 1. 1997
JirmmylRobIn Best
Best Bros. Farm #2
4230 Church Road
Clinton, NC 28303
Dear Mr. Best:
LT1.9;TA
a ±M1 M a �9;lw
C3EHNR
During our meeting this week you ut k--d that we advise you whether it would be
acceptable to switch from the 7,34-4 head feeder to finish operation that had been sited on
your land prior to October 1. 1996 to a 2,600 head farrow to wean operation_
Under current Statutes and Regulations there is nothiag to prevent the construction of
either the 7,344 head feeder to finish operation or the 2.600 head farrow to wean operation as
lor.2 as a Certified Animal Waste IManagem_ a Plan can be developed. in a=ordunce with all
relevant State and Federal criteria and the :appropriate permit cove.aga can be received from
the Division of Water Quality.
The main issue seems to be whether you can Stvitch to the 2.6UO head farrow to wean
operation and not have to comply with the 500 foot buffer requirement from the swine
houses or the Lagoon(s) to all property tires. This buffer regtdrerzert wa: established by
Senate Bill 1217 for atll swine facilities sited after October 1. 1996.
The Senate Bill 1215 Intera'-ency Group has previou:lc reviewed these tvp-- chung::s and
had developed guidance as to what should be appropriate in these types of circumstances.
The Group agreed that a producei should be able to change operation types and :kill retain
their previous status under Senate Bill 1217 as long as the total number of ani pals at the
facility does not increase_ Using information supplied by N. C. State university, the Group
adopted conversion factors for various types of operations. To deterr.une the number of sous
allowed in a farrow to wean operation, you would divide the number of head .sited for a
feeder to finish operation by 2.5. In your ease, you would divide 7,=�€ by 2.5 and get 2,937
as the total allowable number of sows. Therefore your request for a 2,600 head farrow to
wean operation should be acceptable.
Pleas: note that Senate Bill 1217 Guidance Group has not been -iven the authority to
administer provisions of the Swine Farm Siting Act. The interprcta=_ions given above rctlect
internal policies for administering the animal waste mansectnent system pro rare- If there
are questions regarding individual rights or rssponsibilitic.s under the act. consideration
should be given Co obtztinina appropriate legal counsel.
. It you have my further questions, please feel free to call me at 919!;:3--:083 ext. 528 or
Sue'1-Ioniewood of our staff at 9i9/733-5083 ext. 502.
5 i ncerely. %
Dennis R. Ramscy f
Assistant Chief for Operations
Water Quality Section
cc: Tommy Stevens.
Sue Homewood
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] PAX 910-733 9919
An Equal Oppenur6ty Affirmative Action Employe- 501= recyc:edl 10% Fes;-CC;1Sumer paler

AGRIMENT SERVICES INC.
235 Pineview Cemetery Road
Mount Olive, N.C. 28365
PHONE: [phone] MOB [phone]
April 30, 1997
Mssrs. Jimmie and Robin Best
4330 Church Road
Clinton, N.C. 28308
Dear Sirs:
Reference your question pertaining to the environmental impact of your swine facility
options on the tract sited by the September 13, 1996 Site Evaluation, our findings
are as follows:
1.; The tract sited is located about 1 mile from NC 13 and about .4 mile E. of
SR 1808,1in Sampson County, N.C. As of September 13, 1996,i this site was
evaluated and deemed satisfactory for 6,11,224 finishing houses or a total
of 7,344 feeder to finish animals. These 7,344 animals, using criteria
established by the State of North Carolina, et al, would produce 2.3 pounds
of plant available nitrogen per animal per year, or a total of 16,891 lbs.
of total PAN annually. Using the same criteria, soils information, and
planned land cover of Coastal Bermudagrass and winter overseed with small
grains, the amount of application land needed was determined to be about
52.0 acres, plus needed areas for buffers, irrigation efficiencies, etc.
2. Option # 2,;consisting of a facility with 2,600 sows, farrow to wean, based
again, on the above referenced criteria, would produce 5.4.1bs. of plant
available nitrogen (PAN) per year for each of the 2,600 sow units, or a
total of 14,040 pounds of PAN annually. Using the same soils information.
planned land cover, etc in the September 13, 1996 Site Evaluation, the
amount of application land needed would be about 44 acres, plus needed
areas for buffers, irrigation efficiencies, etc.
3. Other data, related to feed differences, lagoon function efficiencies, and
other management differences between a feeder to finish and a sow, farrow
to wean operation, indicates a measurable difference between these two
types of operations, with a Much higher management level being required
by the sow operation. A higher management level often times, indicates
a cleaner and more environmentally sound operation.
In summary, a 2,600 head, farrow to wean sow operation on this site would reduce the
PAN by about 2,850 pounds annually. The waste application acreage would be reduced
by about 8 acres on a comparative basis. These reductions would reduce impacts to
the environment simply on the basis of volumes and application areas and seem to
comply with the intent of the laws governing swine operations in N.C.
If we can be of further assistance, please advise.
William H. a er JNz , Pres.
AGRIMENT SERVICES INC.

Operator:) & R BEST County: SAMPSON
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x 1417
lbs.
0
sows
(farrow to
feeder)
x 522
lbs.
0
head
(finishing
only)
x 135
lbs.
2600
sows
(farrow to
wean)
x 433
lbs.
0
head
(wean to feeder)
x 30
lbs.
Describe other :
Date: 05/04/97
1500.0 feet
- 0
lbs
= 0
lbs
= 0
lbs
= 1125800
lbs
= 0
lbs
0
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
1125800 lbs
Volume = 1125800 lbs. ALW x Treatment Volume NOW. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 1125800 cubic feet
3. STORAGE VOLUME FOR SLUDGE. ACCUMULATION
Volume = 207200.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ------------- ------ 514.0
Inside top width (feet)----------------------- 424.0
Top of dike elevation (feet)----------------- 54.5
Bottom of lagoon elevation (feet)------------ 41.5
Freeboard (feet) -------------------------------- 1.5
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 3.0 505.0 415.0 11.5
AREA OF TOP
LENGTH * WIDTH =
505.0 415.0
AREA OF BOTTOM
LENGTH * WIDTH
436.0 346.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
470.5 380.5
209575 (AREA OF TOP)
150856 (AREA OF BOTTOM)
716101 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
209575.0 716101.0 150856.0 1.9
Total Designed Volume Available = 2063353 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
514.0 424.0 217936.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 217936.0 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 = 1125800 lbs. ALW/135 lbs. ALW * 1.37 coal/day 180 days
Volume = 2056461 gals. or 274920.0 cubic feet
SB- Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.40" gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 8.6 inches
Volume = 8.6 in * DA / 12 inches per foot
Volume = 156187.5 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 15.0 inches / 12 inches per foot * DA
Volume = 272420.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
274928
cubic
feet
5B.
0
cubic
feet
5C.
156187
cubic
feet
5D.
272420
cubic
feet
TOTAL 703535 cubic feet

6. SM-IMARY
Temporary storage period____________________>
180
Rainfall in excess of evaporation===-=__=-=_>
8.0
2; year - 24 hour rainfall====______________>
15.0
Freeboard===____________________=___________>
1.5
Side slopes________________________________>
3.0
Inside top length=====__-___ -__=-_____-___->
514.0
Inside top width____________________________>
424.0
Top of dike elevation_______________________>
54.5
Bottom of lagoon elevation==________________>
41.5
Total required volume=______________________>
203653
Actual design volume=====_____-_____________>
2063353
Seasonal high watertable elevation (SHWT)===>
44.0
Stop pumping
44.0
Must be > or = to the SHWT elev.====______>
44.0
Must be > or = to min. req. treatment el.=>
47.5
Required minimum treatment volume=-===_____=>
1333000
Volume at stop pumping elevation====-_______>
391990
Start pumping elev.===-__---_______=____==__>
51.7
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
1790933
Volume at start pumping elevation=====______>
1795544
Required volume to be pumped===-=______=____>
431115
Actual volume planned to be pumped=====___=_>
1403554
Min. thickness of soil liner when required==>
1.9
7. DESIGNED BY : �,t' btr4 C
DATE: - 1/+
Fsxj-,Kf_ �� - APPROVED BY:
X�CAR ��'•,
,o�y9
SE
L�dNt
-1,1 j�
06040
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
days
inches
inches
feet
1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
cu. ft,
cu. ft.
cu. ft.
cu. ft.
feet

JIMMY & ROBIN BEST - SkKMN COUNTY 04/04/97
HOG HASTE LAGOON 14:44
EXCAVATION VS FILL
SECTION
STATION
EXCAVATION
FILL
FILL
VOLUME
VOLUME
VOLUME
AREA
AREA
AREA NO. 2
EXCAVATION
FILL NO 1
FILL NO 2
B
100.00
0.00
0.00
0.00
0.00
0.00
0.00
C
200.00
0.00
2182.60
0.00
0.00
109130.00
0.00
D
300.00
0.00
1760.50
181.60
0.00
306285.00
90W.00
E
400.00
0.00
1157.30
201.70
0.00
452175.00
28245.00
F
500.00
0.00
780.80
191.80
0.00
549080.00
47920.00
G
600.00
5286.60
432.50
459.50
264330.00
609745.00
80485.00
H
700.00
5162.00
180.80
229.90
786760.00
640410.00
114955.00
I
800.00
5443.90
22.30
92.30
1317055.00
650565.00
131065.00
J
900.00
5131.40
84.60
41.50
1845820.00
655910.00
137755.00
K
1000.00
0.00
0.00
0.00
2102390.00
660140.00
139830.00
TOTALS: EXCAVATION 2102390.00
FILL 799970.00
RATIO: 2.63 /1

55. 0
JIMMY 6 RONN BEST
2600 FARROW TO WEAN
:
i
. ;
51.5
. _
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49.8
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00
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STORA37F VOLUME - 100K. CU, F T .

I I } z I I ! I ! I I I
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SEC IION ALCINO LINE 0
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I { I ! I I I I
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Im
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GI
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air
DIRT
EXISTING Iy[TCH
FIELD SKETCH OF WETLANDS - BEST PROPERTY
SANTSON CO., N, C. Not teScale
DI
cl
BI-20

Iry

NATIONAL FLOOD INSURANCE PROGRAM
FIRM
FLOOD INSURANCE RATE MAP
SAMPSON COUNTY,
NORTH CAROLINA
(UNINCORPORATED AREAS)
PANEL 50 OF 350
COMMUNITY -PANEL NUMBER:
370220 0050 B
EFFECTIVE DATE:
JULY 16, 1991
Federal Emergency Management Agency

1 a
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TERAH D. JONES
D.H. 401 PG, 526
D.B. 903 PG. 336
(THlRD TRACT)
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s`\a
N51'08'24'x-r
[29.83'
ate. h •r
.S Lim
ld i
tA
048
RUN OIr.'.. `4 /
IS PROP- U ECr4e -
AftA ra
6040
S
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S
CIE.REP
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y �c
F3.
JS.
' 41
1 IV
EDDIE A. "PHY
D.& 454 PG . 258
D.B.'815 PG 170
D.B. 813 PG. 507
D.B. 830 PG. 794
D B. 1004 PG. 856
D.B. 1004 PG. 986
.63 ACRES
F
m
N
Q �
O
¢ A O
`�je4b O
a
c
13J 6'
1� �.,
TOTAL AREA CLEARED WHEN
FINAL CLEARING IS COMPLETED
=73J 7 ACRES
n�
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Ar
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h
WALTON S. KEEN
it& 10 PG. 22
i
E)OSTM CORNER CHOPS

U.s:t7 61. �� bC5tf'il SCS=CPA-M 1.. Name and A�ess of Person
SOi1',�co rvatiorl Service (June 9f). Best.
�. is
t2aute -,1, lax 290
HIGHLY ERODIBLE LAND AND WETLAND C11 ntDn, 28329
CONSERVATION DETERMINATION
2, Date of Request
12/14/93
3. County
C J��
4. Name of USDA Agency or Person Requesting Determination - �- SCFarm No. and Tract No.
-- f S r: 1s T I C ul �
Erg" 1ls1t41,■6.ttef:t
6. is soil survey now available for making a highly erodible land determination? Yes 13 No ❑
FIELD No(S)
TOiAtACHES
7. Are there highly erodible soil map units on this farm? Yes ❑ No UN,"}=�;~
-; �i "_ •:
-•
a- List highly erodible fields that, according to ASCS records. were used to produce an agricultural commodity in any
crop year during 1981-1985,
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program.
10. This Highly Erodible Land determination was completed in the: offi" Field ❑
6M$J 81lM;'1;11T_1Ni7
FIELDND.Isi
TO -,At ACRES
11. Are there h dric soils on this iarm? Yes �j No ❑
+ +=` II IIV'F .
a pproX .
12. Wetlands (W), including abandoned wetlands. or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP)-
Wetlands may be larmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23. 1985, as long as they are not
abandoned
13- Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management,
drainage. and alteration of prior converted cropland (PC) are not subject to the wettand conservation provisions unless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AW). Aniticial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland consefvatian provisions
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal effect agreement signed
i
at the time the minimal•ettect determination was made.
_
16. Mitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
i
converted between December 23, 1985 and November 28, 1990.
17. Restoration with Violation (RVW-year). A restored wetand that was in violation as a result of conversion after
November 28, 1990. or the planting of an agricutturaf commodity or forage crop.
I& Restoration without Violation (RSW). A restored wedvid converted between December 23, 1985 and
November 28, 1990, on which an agricultural commodity has not been planted-
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands tGFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
42, Cornreried Wetland (CW+year). Wetlands converted after November 28, 1990_ You will be ineligible for USDA
program benefits until this wetland is restored
23. Converted Wetland Nan -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries. vineyards or builmrig and road construction.
24. Converted Wetland Technical Error (CWTE) Wetlands that were conversed as a result at incorrect determination
by SC&
25, The planned atteration measures on wetlands in fields _ are considered maintenance and are in compi,ancc
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and i
installed will cause the area to become a Converted Wetland (CW). See item 22 for information on CW+year.
27. The wetland determination was completed in the otficerj Field n and was deliveredn mailedM to rho person an I LI ZZ i 3' _--
29. Remarks.
29. 1 cerrtfi• that the alx,re determination is correct and adrgaare for use in determining 30. Signature of SCS District Conservationist �31. Date
eligihiliry for USDA program benef ts. and that Overland hydrology. hydrir soils, and _
hydrophvrir virgriarion under normal circumstances exist on all areas outlined as
and PnVrarmr Gd rhs Son!
mynas to arras, rrllplorr, , sex. •qs, or
ASCS Copy

r, .m. - - •' rc—s. r� ;2�4`��"�i�•t'ilri�. 'f-•�'..�' aF�+�•y,��� may.,{ �y�..�,,,� p�
f.i••..+/��~ y�p���� FiMT1I� a Ft5 _ 1 •� l�ifCJR�/R�i_•SFWI+Ci.�? of TTL.Qrrt'+^+ = •�� S/ �i� 2 tW �, .•. F it .-..•
r G0115@r n 17G!Y /f �jµ �° fy/♦ Y �) # IA EI. • • r ��r F �lA ! • -rl' -` t •'
CIS
�'f�'•'i4! � ��� 4 Y�' '
�•. CC4�(���� ��++ i ������yy��'pJ,�pX Couruy
G�1VDIKE.,.�,1�fW. . Fi�,r _ PK,t - .,-. a fr'ar. T-` �;;t -K - ,Y n- ••
coNSERvpnoti.© R��Mano� 1 �:�fcii; C ,�S 2 ':<.:. Son:.psc3i ;2r; -� !
4: yNarne of USDR Agerxy or Person Requesting Determination • _ C 5., IFarm H Ttmad Ho. :t. w,L.
r S£Ci It3Ni t = liikittL,/. tERMUNI C A WD C ,6 4�
6. Is soil survey now available for making a highly erodible land determira n? Yes No
FIELD NO(s)
TOTAL 5
7. Are thereMgMyreMdbe soil map omits on this farm? Yes ❑ No * ':
� }}�
& list Ng* erodible fields that; accoiiding to ASCS records. were used to produce an agricxrttural commodity in arry. > >
crop year dunng 1981-1985. _ -
. • •, _
9. list hig*. eroditle fields that have been or wit be converted fcxtt`s piodttctidn of agricultural commodities and.,. F -
accordiM to ASCS records. were riot um d for this purpose in any crop year durhtg iSe1-,9B5• aitd were not
enrolled in a USDA set -aside or diversion program. �'< t; � • : '
t
11X This H' Frodble Land clawrtination was cormlibod In tits. - ffke Field-0
,F t om. t ••u
tzam
" — - - ., - - ' 1 - •
MLO N04S)
TOTAL ACMES
11. Are there h sons on this farm? Yes
12 Wetlands (1fV), irrCiuding abandoned wetlands, or Palmed Wetlands:(> W) or Farmed Wetlarxts Pasture (FWP)' ,
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed 1Netiands Pasture ntay be•r .
farmed and rrmainrairied in the same manneras they +were prior..to geoeirrber 23, , 985, as long as they eve not
:r,
Ac
abandoned. 1
F33
13. Prior Converted Cropland (PC). Wetlands that wM converted prior• to Deoerrtber 23, 1985. - The use, management, .
drainage, and alteration of prior converted Ltd (PC) are not subjed to fi'te wetland conservation P uitfess
-
the area reverts to wetland as a result od abai�onmenl_-
14. Artificial Wetlands (AW). -Artificial wetlands includes irrtgatiortinduced wetlands.. These wetlands arty not st$1Ij6Gt - -
to the wetland conservation provisions.
15. MWmal Effect Wetlands (MW). these wetlands are.to be farmed,acaortling to fire min -M-d •effect aweemertt signed .
at tine time Fie minimal effect determuiewn was nee: \
16.• Mitigation wetlands (iN".. Wetlands on. which a person is actively mitigating a freWerdly.cropped area or a wetland
converted betwoen Decanber 23, 1985 and November 28, 1991X-• -
.17.-Restmation with Violation (RVW-year). A restored wetland fiat was in violaiian as a result of coriverSion after f
;,November 28. 1990. or.tho planting of an agricultural ootnrrtodtty or foruip cmp +"
� :.Reswix without Violation (RSW). A restored wetland wnverted between December. 23,1 M arid..
,z �t�lgAreirmber 28. 1990, on wtuch an agricultural wrmrlodity teas not heart ptatded
r-,10;. 4 eplacement Weft ads (RPW). Wetlands wtdch aig co averted for purposes offter #M to increase production, '4-:
.r
where fie wetland vakiers are being replaced at a second site.
2M Good Faith wetlands (GFW+year): Wetlands on which ASCS has determined a violation to be inn goodith fa
wetland Eras been resmrad.
21'. Converted Wetianrs (CW). Wetlands converted after Deecernber 23, 1985 and prior to Novwvber 28;;1990:,fn arty-
a
year that an agricuitural commodity is ptarded on these Converted Wetlands, you will be ineligible for USDA beneft .".
-
2Z Converted wetland (CW+year)- it fetJands oorrvmted after November 28, 199a - You will be ineligible for LWA
program benefits until this wetland is restored. 4
23.• Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs.. ,
Cranberries, vineyards or building and road consvtrction.. .
24. Converted Wetland Technical Error. (CWTE).. Wetlands that were converted as a result of incorrect datermination
by SCS.
Y•
� krtCr 5
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with F-%k
26. The planned alteration measures out wetiartds in fteids - ! ' r are nod Considered to Ise nl6VAnance and if
-installed will cause the area to become a Converted Welland (CV4:' See item 22 for kdormati6h on CW+year.
27. The wefnd deterrnha ui n was completed in fie offio&•fieldFfand was del veted[j , ntal to the.persan on- - -
�71j�! tt��lnik� (1e)WiidJlrip 0J r�uF =�b ��xrtl fs i - �+;a� �• j�ac��r i�r�rf
. Ti 4 m • �1SP.S: .�e,t�.-�/� . b��r ���//;�'�- �G�3 �PrS7`�%11,ti�F��i,l P. �-�an P/n-/ �f 1 �a r�>>n tiL�� �
dN Iio
2& 1 cat* rim the above dermrriwion is sours aM adequorfor we in deiz7rrrirring SQ:1SWtahrre-of,SC,S oistiict Cam, r f 31. Bate -
trfgibiliry jor USDA pmgram lxnejift, writ char iveltand hydrafoay`h�ifnc mils: and .' ti Jy • r /j hydropk ric uegCrestian madtr non►xr! [rrC a7rC[S e�tr Orr a1lmYas pmi:med as )' , _ . v
' W 1 F .," W C, s,,.,,�•r/ , : yr L !!-
r '. A?a�brter tnrdpro�s++w a! tr7e �p CarrxrvaifOw FSersrha /r�#bAs Mrl�d rlp=d fF roar, +�Iarf;c+ctio►i +wK�tt;'� . �„� � r. ,l s. +.: r �
.. i • n .f cA)�p may- !. •f� -�'."1 -�� :a

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�'.�� I s,E •f:�4J P t-.11 M.K• ,z �. S+^•i.•
-.M- .• � - t. r' ter;.. ++l. -. '� .5i-. �• �se�,.
-ram' .: ; �_: sn"' .�•��.. tiA 'r s:'
Ste- �"�JJ�_ r �,r � - - - ' •*'-?+'. � 'j ••��..v IN�17.
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r
4`, 7
.:r;­.ie p%,. w
e
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e., A
Wl I
10,

HIGHLY ERODIBLE LAND:CONSERVATION (HELC) AND WETLAND
CONSERVATION (WC) CERTIFICATION
1.
Name of Producer
2. Identification_ Number
3. Crop Year
-
9
4.
Do the attached AD-1025A(s) list all your farming interests by county, and show current
YES NO
SCS determinations? If "No", contact your County ASCS Office before chirp, ng This form.
5.
Are you now applying for, or do you have a FmHA insured or guaranteed loan?
6.
Do you have a•crop insurance contract issued or reinsured. by the Federal Ct+op "
Insurance Corporation? _
7.
Are you a landlord on any farm listed on-AD-1026A that will- not -be in cwuplianct w;ih
HELC and WC provisions?
&
- Has - a HELC exemption been approved -on any -farms listed on- AD-11Y26A because -tire
landlord refuses to comply? _
9.
List here or attach a list of affiliated persons with farming interests. See re"amu for an
explanation. Enter "Norte", 4f applicable.
If items 7 or 8 are answered "YES", circle the applicable farm number on AD-1026A -
During either the crop year entered In Item 3 above, or the term of a reque ed USDA loan:
10. Will you plant or produce an agricultural cornrnodity on land for which a highly erodible
YES
No
land determination has not been made?
11. Wilt you plant or produce an agricultural commodity on any land that is or was a wct area
on which planting was made possible by draining, dredging, filling, or lcedurg or any otber
means after December 23, 1985?
12. Will you, or have you since November 28, 1990, made possible the planting of any crop,
pasture, agricultural commodity, or other such crop by. (a) converting any wet arras by
draining, dredging, filling, leveling, or any other means, or, (b) improving, modifying, or
maintaining, an existing drainage system?- - - - - --
13. Will you convert any wet areas for fish production, trees, vineyards, shrubs, building
construction, or other non-agricultural use?
"YES" for any one of these items, sign and date in item 141 alorr- Circle the applicable tract
It answers to items number on AD- 1026A, or list tract number in item 12 on AD-1026k ASCS wiU refer this AD- t C26
10, 11, 12, or 13 are: to SCS for a determination. DO NOT sign in item 16 urrW SCS dekwn*ation is complete.
"NO" for all of these items or SCS determinations are corrrp♦elle, corrrpiete ftrn 16.
I hereby Certify that the above information, and the Information an attaichad AQ-702&4; is &LO and Cornett to the best of my
14. Signature of kA wled 4nd L
Producer � Q
15. Referral To SCS Enter a SCS determination is needed because ® Date Reterrer?'2
ofASCS Repr*Wntaff"
(Completed by ASCS) "Yes" is a wered in ilem 10. 17, 12, or 13.
) 9 -lei-q3 , ,� � .,—� "
NU i C: mejure 51gnirig Irl nern ro, neaa AtJ-loco AppelIUI][.
I hereby Certify that the above information, and the information on attached AD-102 74 is true and corract to the best of my
knowledge and belief. It is my responslbifity to file anew AD-1025 In the anent therleara Mr pI g , in my terming
operatlon(s). In slgring this form, I also certify that I have received and wdf cmn" aft Mlle con3pide7iae Mquirements on
Appen
16. Signature of A0-102b
Producer bate!'-
17. Remarks:
,�...��. ! ' / /C./D I
ORIGINAL- ASCS COPY

.�' :1 02 6 A-( f� Is w7 I:l 3, c� �(�1��Z— 4 s r 1 s'
1 519UH 1-i CARLL 1.:_2� CO:IllY_-j-nh SL0L1.L[ NO. '14".^' )0-.IR.0 q -- - -
1. FRGOjs'_ER HARE I AGGRESS TELEPHONE 6, COUNTY OFFICE NAME & AOgRESS-:.-
T RA-.' BEST [phone] SAMPSGN COUNTY ASCS OFFICE 7 T_
,R 1 2Ox 290 303A EAST ROWAN ST,
CL.INTON, NC CLINTON CLINTON NC ?8328-027
E-ORMING 3:N1_ERE91fLomPlutEncJ bv_
7. Circle each tract for which a "YES' answer applies to the tract for Items 10, 11, 12, OR 13
oR f:0-1026. (GP = Operator, OW = Owner, 00 = Owner -Operator).
FARM Bpi TRACT CkOPLANO OWNER
R0 Liu/ NO
GO
PHOTO/GRID -SCS GETER01KATIONS-
B. 9. 10. It.
HEL 027 A027 Wetland
9553
OW
2055
54.4
T
RAY BEST
F5/2C
N
N
N
9553
OW
3014
23.1
T
RAY BEST
G6/1C
N
N
N
9553
OW
3017
113.9
T
RAY BEST
H6/30
N
N
N
9553
OW
3018
94.9
T
RAY BEST
H6/2A
N
N
N
9553
Ok
3019
32,0
T
RAY BEST
16/1G
N
N
H
9552
OL
3025
33.9
T
RAY HEST
66/2B
N
N
N Y
955'_•
OW
3647
4.6
T
RAY BEST
H6/2B
N
N
N
9553
014
11001
,0
T
RAY BEST
N
N
N
12, 'tot
are
recorded as
a tenant
or
sharecropper on
the farm numbers listed below.
Please
vecify the
tracts that
apply to you by
completing items (a) and (b).
(a) Circle "YES" or 'NO' in the 'FARMING INTEREST' column beside each tract number below to indicate whether you have a
farming interest in the tract. The HELL and WC provisions will apply to all land in which you have a farming inter:.'
(b) If any "YES' answer to questions 10,11,12,or 13 on AD-1026 applies to your Iand listed below, circle
the applicable tract in the 'Tract No' column.
FARh TRACT FARMING CROPLAND OWNER
NO NO INTEREST
NONE FOUND
13, hULTIFLE COUNTY INTEREST: (CONTROL COUNTY: NONE
OTHER COUNTIES b STATES
NONE
F INAL.
PHOTO/GRID -SCS DETERMINATIONS -
a. 9. 10, il,
HEL 027 A027 Wetland

HIGHLY ERODIBLE LAND CONSERVATION (HELC) AND WETLAND
CONSERVATION (WC) CERTIFICATION
1. Name of Producer Z. Identification Number
3. Crop Year
4.
Do the attached AD-1026A(s) list all your' farming interests by county, and show current
7-1
SCS determinations? If "No", contact your County ASCS Office before completing this form.
5.
Are you now applying for, or do you have a FmHA insured or guaranteed loan?
6.
Do you have a crop insurance contract issued or reinsured by the.Federal Crop
Insurance Corporation?
7.
Are you a landlord -on any farm listed. on AD-1026A that will not be in compliance with
HELC and WC provisions?
✓�
8.
Has a HELC exemption been -approved on any farms listed - on AD-1026A because. the
-
landlord refuses to comply?
9.
List here or attach a list of affiliated persons with farming interests. See reveres -for an
explanation, Enter "None", if applicable. T _
it items 7 or 8 are answered "YES", cirde the applicable faun number on AD-1026A. - -
During either the crop year entered in Item 3 above, or the term of a requested USDA loan:
c
10. Will you plant or produce an agricultural commodity on land for which a highly erodible
YEs
NO
land determination has not been made?
11. Will you plant or produce an agricultural commodity on any land that is or was a wet area
on which planting was made possible by draining, dredging, filling, or leveling or any other
means after December 23, 1985?
12. Will you, or have you since November 28, 1990, made possible the planting of any crop,
pasture, agricultural commodity, or other such crop by: (a) converting any wet areas by
draining, dredging, filling, leveling, or any other means, or, (b) improving, modifying, or
✓
- maintaining, an existing drainage system?-- _
13. Will you convert any wet areas for fish production, trees, vineyards, shrubs, building
construction, or other non-agricultural use?
'
i
"YES" for any one of these items, sign and date in item 14 below. Circle the applicable tract
If answers to Items number on AD-1026A, or list tract number in item 12 on AD-1026A. ASCS will refer this AD-1026
10, 11, 12, or 13 are: to SCS for a determination. DO NOT sign in item 16 until SCS determination is complete.
"NO" for all of these items or SCS determinations are complete, complete item 16,
l hereby terrify that the above lntbrmegon, and the Information on attached AD-1026A's, is true and correct to fhe nest of my
14. Signature of tedgbelJob
Producer �
15. Referral To SCS Enter a Y iff,16CS determination is needed because M Oate Referred JSigptf�eASCS Reorasenianve
(Completed by ASCS) 'Yes' is an Bred in item to, 11, 12. or 13, /�--
NOTE: Before signing in Item 16, Read AD-1026 Appendix. S. We- M -'n 6
I hereby certify that the above infonriatlon, and the in Lion on atteched A f026A' , Isaw4andcw7mttothebesiolmy
knowledge acid belief. It is my responsibility to Me a new AD-1t1 In the event there are any changes in my farming
operation(AD-r 26 Ap
s). In sI ning this form, l also certify that I have received and will comply with rho compliance requirements on
16. Signature of f �--•---•—�
Producer / IDatee_/%— G' 7�'Z,
17. Remarks:
OMMAL - ASCS COPY

f c. - LMental to
5. PRODUCER NAME 6 ADDRESS TELEPHONE 6, COUNTY OFFICE NAME u ADDRESS TE:.Ert,k3r?E
T RAY BEST [phone] SAMPSON COUNTY ASCS OFFICE
RR 1 BOX 290 303A EAST ROWAN ST.
CLINTON, NC 283289129 CLINTON NC 26328-4721
7. Circle each tract for which a "YES" answer applies to the tract for Items 10, 11, 12, OR 13 _^
on AO-1026. (OP = Operator, OW = Owner, OO = Owner -Operator).
FARM OF/ TRACT CROPLAND OWNER
NO OW/ NO
OO
PHOTO/GRIS -SCS DETERMINATIONS-
8. 9. 10. 11,
HEL 027 A027 Wetland
9553
OW
2055
54.4
T RAY
BEST
F5/2C
N
N
N
9553
OU
3016
23.1
1 RAY
BEST
66/1C
N
N
N
9553
OW
3017
11319
T RAY
BEST
H6/38
N
N
N
9553
OIL
301R
94.9
T RAY
BEST
Hb/?A
N
N
N
9553
OW
3019
32,0
T RAY
BEST
I6/1B
N
N
N
9553
OU
3025
33.9
T RAY
BEST
66/28
N
N
N Y
9553
OW
3647
4.6
T RAY
BEST
H6/20
N
N
N
12. You are recorded as a tenant or sharecropper on the farm numbers listed below.
Please specify the tracts that apply to you by completing items (a) and W .
(a) Circle `YES' or 'NO' in the 'FARMING INTEREST" column beside each tract number below to indicate whether Yew gave a
farming interest in the tract. The HELC and WC provisions will apply to all land in which you have a farming interest.
(b) If any `YES` answer to questions 10,11,12,or 13 on AO-1026 applies to your land listed below, circle
the applicable tract in the "Tract No' column.
FART; TRACT FARMING CROPLAND OWNER
NO NO INTER€ST
NONE FOUND
13, MULTIPLE COUNTY INTEREST: (CONTROL COUNTY: NONE
OTHER COUNTIES 6 STATES
NONE
F�� I rJAk.. F'FZCiE::
PHOTO/GRID -SCS DETERMINATION$-
0. 9. 10. 11.
HEL 027 A027 Wetland

303--D EAST ROWAN STREET DEPARTMENT OF
CLFNTON, tIORTH CAROLINA 28328 AGRICUr,TUpE
PRON97 [phone]
-
MR. BEST BROTHERS FARMS
ROUTE 1, BOX 290
CLINTON, NC 28328
DEAR MR. BEST:
Please find attached Form SCS-CPA--026 for the tracts you reported ::a
you completed a Highly Erodible Land and wetland Conservation Certifica�_ o:.
Wetland determination may be incomplete in wooded areas and unnumbered _e'- =.
Before clearing, draining or altering these areas for any use, contac� a -
complete a new Form AD-1026. Failure to do so could result is less
eligibility for USDA benefits for all the land you farm. Each field r,-
symbol on it which represents its classification. The following symbols aP
to your farm:
W - Wetlands - -clearing, draining or altering these areas to make possw'.le
the planting of a commodity crop will result in wetland conversicTn
which would make you ineligible for most USDA programs.
W - Inclusions --these soils are predominantly non-hydric but may have
inclusions of hydric soils. If you plan to clear in these areas
please call the SCS office at 592-7963 to request a field
determination. It may be necessary for you to provide cleared
of -ways in order to flag wet areas.
PC - Prior Converted Wetlands --can be cropped and are not affec�led
by the wetland conservation provisions as long as the field is
not abandoned (not cropped for 5 successive years).
CW - Converted Wetlands --areas of hydric soils that do not have a
cropping history between 1981-1985 and/or were converted sine
December 23, 1985. Growing annually planted crops on this }and
will result in a loss of USDA program benefits. If this land was
:sopped between 1981-1985, you must establish a crop history
with ASCS to remain eligible for USDA program benefits.
CWNA - Converted Wetland--Non-Agricultural Use -Wetlands converted after
Nov- 28, 1990 for non-agricultural purposes. These tracts will be
reviewed annually and will lose their exemption if the non-
agricultural activity fails or land becomes idle.
NW - Not wetland ---areas that do not contain wetland.
N - Not Wetland --or-- Highly Erodible
we have made every effort to make this determination as fair as possih-e, b =
if you feel the: determination is incorrect, you have the right to appeal.
appeal must be in writing and must state the reasons why you believe
fields have been incorrectly determined. The appeal must be made with)
days of receipt of this determination.
Attachments
Cc: ASCS
Sincerely,
Howard L. Hobson
District Conservationist
1447df a/ a/e<'Y AV4771're►
o14

05102:97 FRI 09:05 FAX [phone] MITCHELL & ASSOC.
ZConi
OwMITCHELL & ASSOCIATES, INC.
Environmental Consultants
To: Mr. Jimmy Best
Fax: 910 S67-5106
Pages:5, including this cover sheet.
1Frnm: Mitchell & Ruodates
128 Yarding Street North
(919) 752-40PGreenville, North Carolina 27858
Fax: (919) 7S2-7380
May 2,1997
Comments:
Wetland Data forms for property near Spivey's Cornor.
TRANS M ISSION

GGb
P/L
Al13
A
DIRT
ROA
EXISTING DITCH
FIELD SKETCH OF 'WETLANDS - BEST PROPERTY"
SANIPSON CO., N, C. Not to Scale
G1
?/L
1-20

05/02/97 FR1 09:07 FAX [phone] MITCHELL & ASSOC.
z m
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Nfn
Applicant/Owner: _r;cal :V,2&f,_
Investigator: Mitchell & As9_c
Date.
County:
State: '-
Do Normal Circumsuncss exist on the sine? `tes
Nc Community ID:
Is the site significantly disturbed (Atypical Situation)? CTTransect iD:
Is the area s potential Problem Areal YiJ0 fifot
III needed, explain on. reverse.)
VEGETATION
MA41�0_1
a
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC-).
RomarKs:
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream. Lake, or T-Wa Gaups
Aerial Photographs ;
�_ Other
ecorded Data Avaaabla
Field Obsarvaaone:
Depth o! Surface Wow: (in-)
Depth to Free avatar in Fit: On.)
Depth to Saturated soil: am)
Romorus:
Dominw"t Mont Species
Stratum Indicaigr
S.SWAQIUD�'/
1 i—K
p • III�t
14.
16.
Wodand Hydrology IridiCator::
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
N Water Marks
orift lama
Sediment Dapo&ts
Drainage Patterns in Wetlands
Second ry Indicators t2 or more regwiradi:
Oxidized Roar Cnennels in Upper 12 Inches
Water-StWnod Loaves
Lacal Saii Survey Deta
FAC•NaLual Test
Other (Explain in Remarks)

.05/02,197 FRI 09: 07 FAX 9197$27380 MITCHELL & ASSOC. zoos
SOILS
Mp vftit Hanle
lsenes 8rtd Phaeel: ___ �1�11 ^�
drainage (lass:
Feld Observation
i�
Taxonomy (Subgroup):
ConMm Mapped Type? Yea No
proh'1e 041cri lign:
Depth h4nlix Color
Maass Colors Mattis Tw we, Comrv*ae,
rinchiml Harion (Munson Moist) -
2juneeh Moigti _ AbundancelCan a Structure et .
.0 A 1 q' '•Z
_ � r S�l�
Hydric Sca kbdicators:
Hiatosol
�Histio
Concretions
£Fipedon
~_
HIQh Crpartic Centant in Surface Layer in Sandy Soils
5ulf4a Odor
Otgenia Streaking in Sandy Soils
AQuia Maisume AeWmo
Usted on Lncel Hydilc Sails List
_ Reducing Caryfsdons
", Listed on National Hydrin Soils List
_ Gleyed or Law-C coma Colors
Other (Explain in Remorks)
Remark$:
-
WETLAND DE EWINATlON
Fiydrophydc Vegetadon Ptesenia IGrciel tClrelel
Wedand Hydrology Present?
HVdric Sails Pre3e1117 Yes is this Sampbng Point Within a Wetland? Yea Ho
Romwkc

05/02/97 FRI 09;06 FAX [phone] MITCHELL & ASSOC.
Z002
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site.
Applicant/Owner:
Investil3stor: M i t c e l f � A
Do Normal Circumstanc" exist on the site?
Is the site signific2ndy disturbed (Atypical SituationP
Is the area a potential problem Area?
(if needed, exptain 3n .reverse.l
VEGETATION
Date: _
Caunzy,
State:
Community ID:
Transact 10:
:Flat ID:
' �!�! ...�! �r�.! �r.• . ±
raw n
� . - � ...� ` ��
. I M► � i
WE
14.
Piarcanx of D"nant Spaciti chat we Oa—' FACW or FAC
HYDROLOGY
_ RoCordad Data (Describo in Remarks);
Stream, Laka, or Tide Gauge
Aerial Photographs
Met
-i -0 F(ecorded Data Available
Field Obsarvadone:
Depth at Surface Water:
DePO to Free Water in Pit:
Depth to Saturated Soil:
samarks;
0nJ
-(in.)
lin.!
Wetland Hydtology Indicators.
Primary Indicamrs;
_ Inundated
;iterated in Upper 12 Inches
Water Marks
Drift lines
Saditnant Deposits
Drainage patterns in Wetlands
secondary Indicator S2 or more required):
--LArz1zad Root Channels in Upper 12 Inches
_L_W*t r-Stained Loewe
Lor;41 Soil SWfvey Date
FAC•rVeuuai last
Other (Explain in Rornarks)

05/02/97 FRI 09:07 FAX [phone] MITCHELL & ASSOC. 0 004
SOILS
Mao knit Nance �-�-�'�y
(Series erx! Phaael: U
Drainage Masi:
Feld observations
Ta�ronorny IS�bgroutsl:
Confimt Mapped Typal Yea No
Profile Deseriptiont
Depth Matrix Color Mottle Caton
Mottle Texture, Conarations,
nehea Hari:on urroel! Moist (l4krneefl Meistl pbundancelContraat 5trUoture� ante.
Hydric Soil l"catonl:
wetasa .�
Carocr:acna
_ Hisao Epipbdan
Wgh Organic Content in Surtaca,Layer in Sandy Sails
!
Sulfidio Odor ...�
Organic Strcaking in S"V Soils
AgW0 Moistvra ftogirrwt _
Listed on Local kyddc SoU Ust
_ Reducing Corcritiorm
Listed on National Hydric 5oUs List
_ Gleyed or Low -Chrome Colors
Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophydc Vagotmtion Present?
Watiand Kydroloyy Present?
Hydrio So9s Present?
Remerk3:
e No (Circle) (Wcle)
MEN
Hoy
No is this Sampling Point Within a Worland? Yes No

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids () Flush system is designed and operated
sufficiently to remove accumulated
sollds from gutters as designed.
{ j Remove bridging of accumulated solids at
discharge
Lagoons and Bits Crusted Solids ( aintain 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%-&4--surface.
Excessive Vegetative Decaying vegetation (&rfAaintairi vegetative control along banks of
Growth lagoons and other impoundments to preveru
accumulation of decaying vegetative matler
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage I I Design, operate and maintain feed systems (e.g„
bunkers and troughs) to minimize the accumulation
of decaying wastage,
f 1 Clean up spillage on a routine basis (e.g. 7.10 day
interval during summer,, 1 5-30 day interval during winter).
Feed Storage Accumulations of feed residues O Reduce moisture accumulation within and around
intmediare perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment to-g., covered bin for
brewer's grain and similar high moisture grain
products).
(} Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes (j Eliminate low area that trap moisture along lances
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
{ } Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
c
AMIC--November 11, 1996

Dry Manurc Handling Accumulations of animal wastes (1 Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer. 15-30 days interval during
winter► where manure is loaded for land application
or disposal.
�) Provide for adequate drainage around manure stockpiles.
(I Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
-X IL owner Signature)
AOR
(Farm Name)
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613. North Carolina State University, Raleigh, NC
27695-7613,
AMIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production {) Vegetative or wooded buffers;
(I Reeom ded best managemenr
pr ces;
ood iudgmcnt and common sense
Animal body surfaces Dirty manure -covered animals ( ) Dr'
Floor surfaces Wet manure -covered floors
(dotted floors;
{ I Waterers located over slotted floors;
f } Feeders at high end of solid floors;
( ) Scrape manure buildup from floors;
( ) Underfloor ventilation for drying
Manure collection pits Urine
{ requent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition
( ) Underfloor ventilation
Ventilation exhaust fans Volatile gases;
{'I Fa aintenance;
Dust
fficier]1.eir movement
Indoor surfaces
Dust
(- Yvashdown between groups of animals
f) Food additives;
{ I Feeder covers,
i) Feed delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
O Flush tank covers
liquid whiles tanks are filling
{) Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
{) Underfloor flush with underfloor
conveyanance
ventilation
Pit recharge points
Agitation of recycled lagoon
O Extend rechard lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
{ } Sump tank covers
and drawdown
Outside drain collection
Agitation during wastewater
{) Box covers
or junction boxes
conveyance
End of drainpipes at lagoon
Agitation during wastewater
{) Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions � lagoon liquid capacity
Biological mixing { orrect lagoon startup procedures
Agitation [ } Minimum surface area -to -volume ratio
() Minimum agitation when pumping
f 1 Mechanical aeration
{) Proven 'ological additives
Irrigation sprinkler nozzles High pressure agitation ( rrigate on dry days with little or no wind
Wind draft ( J Mi um recommended operation pressure
ump intake near lagoon liquid surface
{) Pump from second -stage lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition (I Bottom or midlevel loading
surface Mixing while filling O Tank covers
Agitation when emptying () Basin surface mats of solids
(] Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition ( ) Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying { ] Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading O Soil injection of sturry/sludges
spreader outlets Volatile gas emissions { 1 Wash residual manure from spreader after use
{ 1 Proven biological additives or oxidants
Uncovered manure, slurry volatile gas emissions while drying I ) Soil infection of slurryisludges
or sludge on field surfaces ( ] Soil incorporation within 48 hours
( ) Spread in thin uniform layers for rapid drying
( ) Proven biological additives or oxidants
Dead animals Carcass decomposition ( ) Proper disposition of carcasses
Dead animal disposal Carcass decomposition ( ) Complete covering of carcasses in burial pits
pits ( ) Proper location/construction of disposal pits
Incinerators incomplete combustion ( ) Secondary stack burners
Standing water around Improper drainage rade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads IoKarm access road maintenance
roads from farm access
Additional Information; Available From:
Swine Manure Management; 0200 RuIcIBMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128.88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse•-Lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU•BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual
NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices Have been reviewed ith me.
(Land Irler Ignature)
AMOC--November 11, 1996

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
{ } Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any fl ing steam or public body of water.
Rendering at a rendering plant licensed under G. S. 106-168.7
f 1 Complete incineration
{ } In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
{ j Any method which in the professional opinion of the State
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)

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) g yk- lsrl {
EMERGENCY MANAGEMNET SERVICES (EMS) sy�- 916 -
SOIL AND WATER CONSERVATION DISTRICT (SWCD) Sfa- 79d 3 -
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)Si?a-W13i - 3
COOPERATIVE EXTERSION SERVICE (CES) 5_fP2- 7/4/ {
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 you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
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 cause 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 siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewallof lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment to catch 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.
1

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 notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. 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 the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, 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 sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
MRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: _ ffn-i C. • Fx Jr.
b. Phone: ylo 79_.? -//4y
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
Keep problems with release of wastes from happening again.
2

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE; If vegetation is controlled by spraying, the herbicide most not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes —look for:
i. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface —look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability —slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalk, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be r,viewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by 'an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should -be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
I ridge berm height

Identified problems should be corrected promptly, It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your I,:000n level will rise with a ce.-tain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining,
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If (he'pH falls below
7.0, add agricultural lir::e at the rate of 1 pound per . )00 cubic'feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Practice water conservation --minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level .should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove.solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodert, and varmint contr-A near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to ob-Serve the %vied direction and ether conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure —an example is the placement of a pipe
in the dam without proper design and construction. ,Consult an expert in
lagoon design before placing any pipes in dams.?
Lagoon liquid levels —high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity —protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to cvertop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

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

I?X iMIT D-5
IRRIGATION SYSTEM DESIGNER
Namc:
Company: r'1, r CA A, a,,.S
Address: �p j�� IdgA IS�nans�;lle. Nc Ztia
Phone: -z
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs;
1. A scnle drawing of Ilse proposed irrigation system which includes hydrant locutions, travel limes, pipeline routes, thrust block locations and buffer areas where applicable.
2. Assumptions mud computations for determining total dynastic head and horsepower requirements.
3. Computations used to determine all mainline and lnteral pipe sizes,
4. Sources and/or calculations used for determining application rates.
S. Computations used to determine the size of tluust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinMer(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA -MRCS standard for Irrigation Writer 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 ZS feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
NRCS, NC
TUNE, 1996

Ex1-UBFI' D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: r County: , ,SAr'�►'so �.l _
Address:
Date: _ I-!,- ?I
Telephone: _ { `"tll!} .�.7.: !
TABLE I - Field Specifications
Field'
Nlmmher
Approximale
Maximum
Useable Size
0Field 2
(ncres)
Sall Tye
Slope
%)
Crop(s)
Maximunt
Applicallon
lwd
(hdhr
Malln►tm
Appllcallon
per IrrigalIon
(j+c0
lurches)
Comments
'I See attached map.
21btal field acreage minus required buffer areas.
3Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section U G. Asu►ual appliealion muss not exceed the agronomic rates for the soil and crop used,
NRCS, NC
Ji_fNB, 1996

Exi-1113rr D-2 -
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Typeof Equil><nmiE; t:MAt�AS Mcoc.. Z44o+_�t4ao� r1. se"
Field Not
and
li drant Not
Travel
Speed
(Nmin)
Application
Rate
(irvhr)
TRAVEL, LANE
Elrective Efreetive
Width fl Lengthfl)
Welled
Diameter
(feet)
LQUIPM EN'r SETTINGS
Nozzle Operaling Operating
Diameter Pressure Pressure Arc
(Inettt9) Gun (psi) Reel (psi) Pattcrn3
Comments
�uN
4
4 z
o °
�.� _
3
Z5
I.4
�.� .
g
3oo
°
zoo
e,., P = 0
cs<l
tj 104
1,4C
100
aU
7.0,,(- G
3
oa %
8
4z'
a 0
N\4C t -c ," -ia0
q- 1`
7
So
T as
. 9
5
o
?-9
Z1
is
3(3
1
3
Z 10a
or.tL
SISO
—
0
90°
45�
Zdw- 3
0
ZGS
S
O°
z �i
J -6
Q
Cam$
QQ
s;
Z
h$
Z
ro
1 so'
See attached map,
2SItow separate entries for each hydrant location in each field.
3Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters),17 (two thirds), It (holfcircle), T (one third), Q (one quarter).
May also use degrees of arc. .,I
,icm: i•ar; Zaryl t- - liti�= 7..to" [�F,c 4eQ �i�z'>� i�[i LV , t�u11 uZ
4 �ti I M•n • ��,,., � vs;ti��, N1ZC5, NC
z ta° f�t� vKd JUNE, 1996
p.,�1 rat 3

TABLE 4 - irrigation System Specifications
Traveling
Irrigation Gun
Solid Set
Irrl atidn
Flow Rate of Sprinkler (glint)
to _ 4,zS
Aerating Pressure at Pump (psi)
�— 8
Design Precipitation Rate (in/fir)
+ .45
Hose Length (feel)
SO
xxxxxXXX
Type of Speed Compensation
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Pump Power Requirement (hp)
TABLES - Thrust Block Specifications
Designer may rovide thrust block delaiis on se nrnte sheet.
LOCATION
THRUST BLOCK
AREA s . ft.
900 Bend
5-3
Dead End
Tee
3, $
0— T TUnA X[Dr,C! C:..1.1 FlM..... T....f...:....1
f'>..: _1_ [s__i:.... rll n___.:__ n...L .Inn 11>1
.1. l 41,lu —111u ii:i 171 fi1.t71 VUiUi:, 1)I:Ll7Vil i V, 1-it11.111:G %-VUI: •IJV'LIIJ.
EXHU3rr D4
NRCS, NC
JUNE, 1996

4-1tfiffiI .
Narrative of irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convinient to the designertsupplier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment.
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MRCS, NC
TUNE, 1996

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

REEL RAIN
Jel Selection Chan
Reel Rain offers a wide selection of
models to choose from. With hose sizes
ranging from 3" I.D. to 5" I.D. and lengths
from 850' through 1500'.
A wide variety of drive systems including
Water Turbine, Slurry Turbine, Gas
Mechanical, and Gas Hydrostatic are
available on most Reel Rain models.
Your Reel Rain Dealer can match the
correct model and
drive to -
�••A
system
HQBBS.
satisfy your critical
�W'� Reef Rain
irrigation needs.
�r ]l
!RRlpATlQN SYST'f1KS
Typical
I
Time For
Hose
Lane
No. of Acres Flow Rate
One Pull Applying
Nelson Gun
Model
Length
Hose 1.D.
Spacing
Covered (G-PM.)
1" of Water (hours)
&
Number
(feet)
(inches)
I (feet)
in One Pull i Turbine. I Gas
Pressure
I Turbine.
I Gas
3500 ,
1970 �
5.0
.3
: .;9.18
920 -
4 5
41 ;
SR200180P5I
t
3450
1300
4.5
Y
320
10:7
.615
,1060
67,5'
M ji -
7 7=
7 Ot,
SR200/80PSI
3400;
`-1500---
4.0
300 ; "
1 X �14
42.5
'465
.�
` 11.9 '
w10.8=<'
Sl#200180PSi
2454L/1450L
1050
I 4.5 330
8.94 670
770
6.0
5.3
SR200/80PS1
2400L/1400L
1250
4.1 { 320
10.11 j 470
I 540.
I 9.7
8.5
I SR200/80PSI
1375XL Q.
1100-- .
3.6
280 ' _.
,.. 7.78
382
418,`.
9:2
, 8 4�� ;;
SR150180PS1
413?5 :'.
1254
3.2
240;
= : 7.41
266
2901'
- 12.611�5�
SR150/80PS1
1033
850
I 3.3
260
5.68
360
400
7.1
6.4
SR150/80PSI
1030
965
3.0
! 240
5.84
260
280
10.2
9.4
1 SR150/80PSI
AAMMC4NAL4DBQUALgT I
AT 1TS REST ,--
1100 Holland Road / Suffolk, VA 23434
Telephone [phone] / Fax [phone]
1701 S. Slappey Blvd. / Albany, GA 31706
Telephone [phone] / Fax [phone]
AMADAS INDUSTRIES whose policy is one of continuous improvement, reserves the right to change
specifications design or price ,O snout incurring obligation.

BIG GUN° PERFORMANCE TABLES U.S. UNITS
100 SERIES BIG GUNS - 240 TRAJECTORY"
100 T TAPER BORE NOZZLES
[
Nozzle
Nozzle
Ntsi2la
Nozzle
Nczzle
Nozzle
Nozzle
N: zzle
NGzzk
F:=10
i
'S"
"55'
6"
55'
.7'
75'
.B'
A5'
9'
1.0'
I P.8.1.
GPM
DIA,
GPM
DIA.
GPM
Dik
GPM
DIA.
GPM
DIA.
GPM
CIA,
GPM
DIA
GPM
DIA,
GPM
DIA_
GPM
CIA.
50
50
205'
64
215'
74
225'
87
235•
100
245'
1IS
256'
t3D
265'
1 150
279'
165
260•
204
3Do•
70
60
225'_1
75
238'
58
250'
103
263'
120
275'
136
263'
t55
295'
1T7
302'
197'
310'
243
33B'
90
68
245'
1 a3
258'
100
270'
117
263'
135
295'
1155
3D5'
175
315'
1 201
326'
223
335' 1 274
362'
11D
76
285'
B2
27B'
111
290'
t29
303'
1150
3t5'
171
324'
195
335'
1 222
344'
247
355'
304
3NST
"Avaltabla only vrilh HOD S SR1DD,
100 R RING NOZZLES
100 DN QIFFLISFR N0771 FS
PSI
.71 RING
,T7 RING
.81 RING
.66 AiNG
.89 RING
.93 RING
96 RING 015 ON 0.6 ON
0.7 ON 0.6 ON
I
GPM DtA
GPA1 DIA
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM CIA GPM DIA GPM DIA
GPM 04A GPM DIA
40
66 208
76 212
91 215
103 224
116 235
134 238
--4-
152 242 j 45 154 66 168
97 182 118 196
: sFWS'
- -
60
81 235
96 240
110 245
125 260
141 270
164 275
183 280 — —
170 143 218
22701�
t27 275
1a5 265
163 300
189 3D5
211 316— — — —
— — — —
80
94 255
ill 265
90�s
- -
100
105 270
124 280
742 245
t62 305
162 32D
212 325
236 335 I
—
i ne oiamerer ar lnrow i4 approaimamry z— Lass For Inn zl" trajectory Angie. b4t less for 16`.
150 SERIES BIG GUNS - 240 TRAJECTORY"
150 T TAPER BORE NOZZLES
P.S.I.
Nozzle
,7-
GPM DIA,
Nozzle
.6'
GPM
CIA.
Nozzle
.9'
GPM CIA.
Nozzle
I
j GPM
11'
CIA.
ND=1e
1.1'
GPM OLk
Nozzle
1.2'
GPM DIA.
Nozzle
1 r
GPM pIA_
6o
Bp
110
128
265'
29D'
143
285'
182
305'
1 225
325'
275
345'
330
365'
3B5
38D'
165 31p'
210 335' 260 355' 3l5 375' 360 395' 4a5
410'
100
7
143
3t0'
t85
330'
235
355'
I 290
M.
355
400'
425
420'
500
440'
r120
157
330,
I 204
350,
253
375'
1 320
3"' _
385
AM
465
"ZI
545
450,
150 R RING NOZZLES
P.S,i.
Rine
B6
GPM
DIA
Ain
F.97
GPM
DIA.
Ring
1.08'
GPM
DIA.
Rind
Rind
GPM
DIA.
Ring
GPM
DIA,
Ring
1.34"Ring
GPM
DIA,
Ring
1!1
GPM
*CIA.
GO
110
260'
143
280'
Hamm
let
300'
1 225
315,
275
335'
330
350'
385
365'
Ctb
128
280'
165 ._
36D'.
1 210
320'
} 250
340'
315
360'
380
360'
445
345'
100
143
300'
185
32D'
235
340'
290
360'
355
3B0'
425
400'
S00
415'
12D
157
315'
204
335'
2'
56
380
320
80
3'
385
400'
465
420'
$46
435'
"The drameter of throw is approrrmaley 3% less for the 21 • trajectory angle-
200 SERIES BIG GUNS - 270 TRAJECTORY'
200 T TAPER BORE NOZZLES
Nozzle
NOZIIe
Nozzle
Nozzle
No;ZI0
N027Is
Nozzle
NOZxte
Nozzle
1.05'
1.Y
1.2'
1.3"
14'
15'
1$
P.5.1.
GPM D1A.
GPM DIA.
GPM
CIA.
GPM
DIA.
GPM
D7A.
GPM
D7A_
GPM
D1A.
GPM DIA_
GPM
DIA.
70
270 360'
31D 330,
355
395'
I 415
410'
1 48D
430'
555
450'
630
465' 1
755 495' I
B90
515'
90
310 39D'
350 410`
445
425'
475
445'
545
465'
1 625
485'
715
505'j
855 535'
1005
555'
110
340 410'
390 430'
445
450'
S25
470'
6D5
495'
695
SiS'
790
535'
945 565'
1110
590'
130
370 425'
425 445'
485
465•
565
485'
655
515'
755
540'
860
560'
1025 590'
12t0
62D'
200 R RING NOZZLES
The diameter of throw is approximalely 2% less for the 241 trajectory angle, 5% lose for the 21' trajectory angle.
The BIG GUN! performance dHIa has been obtained under iceal teat conditions and may be adversely affeclad by wind, poor hydraulic entrance conditons of ocher factors
. Nelson tnigelion Carparaiion makes no reprlSentation regarding droplet candthun, uniltlfmity, or application Tale,

DETAILED
DEPTH OF WAT=R VS. TRAVEL
HOSE SPEED IN FLET PER MINUTE
SPEED
CHART
FL, iV
LANE
RATE
SPACING
G.P.M
FEE
0.75
1
1.25
1.5
1.75
2
2.5
3
4
5
6 -
8
10
12
100
170
1.26
0.94
0.76
0.63
0.54
0.47
0.38
0.31
0.24
0.19
0.16
0.12
0.09
0.08
190
1.13
0.84
0.60
0.56
0.48
0.42
0.34
0.28
0.21
0.17
0.14
0.11
0,08
0,07
125
180
1.49
1.11
0.89
0.74
0.64
0.56
• 0.45
0.37
0.28
0,22
0.19
0.14
0.11
0.09
t."
210
1.27
0.96
0.76
0.64
0.55
0.48
0,38
0.32
0.24
0.19
0.16
0,12-
0.10
0,08
150
190
1.69
1.27
1.01
0.84
0.72
0.63
0.51
0.42
0.32
0.25
0.21
0.16
0.13
0.11
220
1.46
1.09
0.88
0.73
0.63
0.55
0.44
0.36
0.27
0.22
0.18
0.14
0,1 1
0.09
175
200
1.87
1.40
1,12
0.94
0.80
0.70
A.5
0,47
0.35
0.28
0.23
0.18
0.14
0.12
230
1.63
1.22
0.98
0.81
0.70
0.61
.49
0.41
0.31
0.24
0.20
0.15
0.12
0.10
2
200
2.14
1.61
1.28
1.07
0.92
0.80
0.64
0,54
0.40
0.32
0,27
0.20
0.16
0.13
Z 1a
230
1.86
1.40
1.12 •
0.93
0.80
0.70
f�W
0.47
0.35
0.28
0.23
0.17
0.14
0.12
225
210
2.29
1.72
1.38
1.15
0.98
0.86
0.69
0.57
0.43
0.34
0.29
0.21
0,17
0.14
240
2.01
1.50
1.20
1.00
0.86
0.75
0.60
0.50
0.38
0.30
015
0.19
0.15
0.13
250
220
2.43
1.82
1.46
1.22
1.04
0.91
0.73
0.61
0.46
'0.36
0.30
0,23
0JB
0.15
250
2.14
1.61
1.28
1.07
0.92
0.80
0.64
0.54
0.40
0.32
0.27
0,20
0.16
0.13
275
220
2.68
2.01
1.61
1.34
1.15
1.00
0.80
0.67
0.50
0.40
0.33
0,25
0.20
0.17
260
2.26
1.70
1.36
1.13
0.97
0.85
0.68
0.57
0.42
0,34
0.28
0.21
0.17
014
300
230
2.79
2.09
1.67
1.40
1.20
1.05
0.84
0.70
0,52
0.42
0.35
0.26
0.21
0.17
270
2,38
1.78
1.43
1.10
1.02
U9
0,71
0.59
0.45
0.36
0.30
0,22
0.18
0.15
325
240
2.90
2.17
1.74
1.45
1.24
1.09
0.87
0.72
0.54
0.43
0.36
0.27
0.22
0.18
270
2.58
1.93
1.55
1.29
.1,10
0.97
0.7.7
0.64
0.48
0,39
0.32
0,24
0.19
0.16
350
240
3.12
2.34
1.67
1.56
1.34
1.17
0.94
0.78
0.59
0.47
0.39
0.29
0.23
0.20
280
2.68
2.01
1.61
1.34
1.15
1,00
0.80
0.67
0.50
0.40
0.33
0.25
0.20
0,17
375
250
3.21
2.41
1.93
1.61
1.38
1.20
0.96
0.80
0.60
0.48
0.40
0.30
0.24
0.20
280
2.87
2.15
1.72
1.43
1.23
1.07
0.86
0.72
0.54
0.43
0.36
.0.27
0.21
0.18
400
260
3,42
2.57
2.05
1,71
1.47
1.28
1.03
0.86
0.64
0.51
0.43
0.32
0.26
0.21
290
2.95
2.21
1.77
1.48
1.27
1.11
0.69
0.74
0.55
0.44
0.37
0.28
0.22
0.18
425
250
3.64
2.73
2.18
1.82
1.56
1.36
1.09
0.91
0.68
0.65
0.45
0.34
0.27
0.23
290
3.14
2.35
1.68
1.57
1,34
1.18
0.94
0.78
0.59
0.47
0.39
0.29
0.24
0.20
450
260
3.70
2.78
2.22
1.85
1.59
1.39
1.11
0.93
0.69
0.56
0.46
0,35
0.28
0.23
300
3.21
2.41
1.93
1.61
1.38
1.20
0.96
0.80
0,60
0.48
0.40
0.30
0.24
0.20
475
280
3.63
2.72
2.18
1.82
1.56
1.36
1.09
0.91
0.68
0.54
0.45
0.34
0.27
0.23
320
3.18
2.38
1.91
1.59
1.36
1.19
0.95
0.79
0.60
0.48
0.40
0.30
0.24
0.20
504
280
3.82.
2.87
2.29
1.91
1.64,
1.43
1,15
. 0.96
0.72
0.57
0.48
0.36
0.2Q
0.24
** Caculations based on 80 PSI gun discharge pressurd with wind allowance of'65% and 75%.
�i
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IIIIIAIvIvIvIIIIIIIIvI*IIIIIIIIIIIIIIIIIIIIIIIIIAIIA11

EBRKELEY
BERKELEY PUMPS
TYPE "B" RATING CURVES
ENGINE DRIVE
CURVE 4117
DATE a-17-a1
PAGE a.01
SUPERSEDES
Curve 4117 Page 4.p 1
Dalea 5-1- 79
c�_ Y-s— C.I. PMLnaL-1536 Y.A11LMa
i-1536
VARTaus SLF.M_ - CF•`1+A
w.P.4m: ism- i C. i . PsiL we. L-1539 m"j,,ma
!_-2409
0r. 17-7/8" x 17-5/a" FULL r.0.s L. Aa. 1.... emu.•.,
... M.t p• f_ •..M
Maximt;+ S'10R.4%-.. PRCSSuRE
205 051
t._.....
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im
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ski � �:� �•��-. ............
too
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L
lO�6.:
L
i .TOOL
0 .0100 200 300 400
500 600 70C
600 900 =0
1100 1200 "_1 3._._� �_.
CAPACITY IM L.S.
GAlLOM! "MM
YIPWR
C-7052 a-- T-1645
suo..wan C-"052
Pew
3-30-81
D.� 16-11-81 M00a B 4 E Y Q B M
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W& 17-7/9" FULL T.O-s-L.b n . ry
ar •0' F.
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205 P5130
cl
t 2too RFF1 WAx1�n►
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----
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100g...T
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7�7..,spy .....
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50
_
fTOSL
0 100 200 300 400
5W 600 700
600
900 1*X
1100 1200 T300 1400 1500
GAPACM IN L.S.
OALLOMS PO
YIMIfT1E
C-755' 6-nd— T-5194
s..a.nw.. -'S5-
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3-30-81
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oa 6-11_81 MOGELB4EYQBH
8,,213

6059D
Performance Rating
Rated Gross Power ........... 120 bhp (89 kW) ® 2500 rpm
Peak Torque ............. 287 lb.-ft. (389 N-m) @ 1400 rpm
Fuel Economy (BSFC) 0.363 lb/hp hr. (221 g1kW h) C 2000 rpm
Continuous Rating
Gross Power . ...... . ....... 107 bhp (80 kW) @ 2500 rpm
Peak Torque .... . ...... . .260 lb.-ft. (353 N-m) @ 1400 rpm
RATED BHP is the power rating for variable speed and load applica-
tions where full power is required intermittently.
CONTINUOUS BHP is the power rating for applications operating
under a constant load and speed for long periods of time.
POWER OUTPUT is within + or — 5% at standard SAE J 1349
conditions.
PHOTOGRAPHS MAY SHOW NON-STANDARD EOUIPMENT
JOHN DEC
RE
Performance Curve
110 _
8,
10 12 14 16 18 20 22 26 24
Engine Speed — fpm's in i 00's

Features and Benefits
Rugged one-piece cast4ron block
• Generous internal webbing provides sturdy engine structure_
• Crankshaft well -supported by seven main bearings.
Replaceable wet -type cylinder liners
• Provide excellent heat dissipation.
• Centrifugally cast, precision machined and induction hardened for
long life.
Three-ring low friction pistons
• Cast of high grade aluminum alloy with extensive internal ribbing.
a High -ring piston, low -friction ring design increases fuel economy,
decreases oil consumption and improves cold weather starting.
• Plasma coating on rings prevents scuffing and provides longer life.
Free -breathing cross -flow cylinder head
• Provides unrestricted air flow for better operating efficiency.
• Integral intake manifold eliminates gaskets.
Contoured valves and valve seats
• Design reduces intake and exhaust air turbulence for better
breathing.
• Valve rotators ensure constant cleaning of each valve stem, face
and seat area for longer life and cooler operation.
• Valve stems chrome plated for long life.
• Induction hardened replaceable valve seats.
Forged steel dynamically balanced crankshaft
• Constructed of heat -treated high carbon steel for maximum
strength.
• Journal surfaces and fillets induction hardened for significantly
increased strength. Genera[ Specifications
Forged steel connecting rods
• 45-degree connecting rod,cap joint design allows use of larger
crankshaft connecting rod bearing for increased durability.
Fuel system
• Features rotary injection pump with mechanical governor and
electric fuel shut-off solenoid.
• Cam -driven mechanical fuel supply pump.
• Edge -type fuel filters in 9.5 mm injectors effectively prevent noz-
zle plugging.
Optional auxiliary drive
• Elated at 50 hp (35 kW) intermittent.
• SAE A and B flanges available.
Engine Model .....
..................... 6059D
Number of Cylinders
........................... 6
Displacement .....................
5.9 L [359 cu. in.)
Bore and Stroke ....
4.19 in. x 4.33 in. (106 mm x 1 10 mm)
Aspiration ......................
Naturally aspirated
Engine Type ....................
In -Line 4 stroke cycle
Compression Ratio .......................
17.8 to 1
Length ........................44.0
in. (1118 mm)
Width ..........................
21.7 in. (552 mm)
Height .........................
36.9 in. (936 mm)
Weight (dry) ......................
1140 lb. (518 kg)
DEERE POWER SYSTEMS GROUP
P.O. Box 5100
Waterloo, la. 50704
go TeL [phone]C60
Fax: 131% 292-5075
JOHN DEERE SARAN
BP 13
45401 Fleury Les Aubrais -- France
Tel:[phone]
Fax: [phone]
OKE:49so tntn sn U.S.A. (83I2)

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In

LEGS
• HYDF
O PUNH
6" PV
o THRC
IRRIGATION DESIGN
JIMMY & ROBIN BEST FARM
Prepared by: M. Floyd Adams, P.E.
Date: Mav 13. 1997

1 �r
EXi-EBrf D-5
IRRIGATION SYSTEM DESIGNER
Name:
Company:
Address: i69A_ 1Sena1-SU1A,q, %4K Z2:a
Phone: 9[6 _ -e9 G— t uQ
REQUIRED DOCUMENTATION
'Ile following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements,
3, Computations used to dctennine 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 theist block configurations required in (lie system.
4. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s),
7. Manufacturer's specifications for the irrigation pipe and/or USDA -MRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 434-DD,
B. The information required by this Corm are the minimum requirements. It is (lie 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 emba0unents without the approval of the designer.
NOTE: A buffer strip 2S feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
NRCS, NC
JUNE, 1996

EXl-IIBrr D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name-. —XIM"j„�3 aAT County: �Ar►.t-5ot'1
Addreii: gP3n e--fim l Road
C to Alin 'u r' a S JO5? Date: S 13 - 9 7
Telephone: (9/o) SG 7 - 4
TABLE I - Field Specifications
Field'
Number
Approximate
MaxlmUJn
Useable Site
of Fleld7
(acres)
SOUType
Slope
(%
Croa
Maxtmum
Application
Hold
htlhr
Maxlmunt
Application
per Irrigation
cycld
Inches
Comments
Sig
ISee attached map.
2Tgtal field acreage minus required buffer areas.
31tefer to N. C. Irrigation Guide, Field Office Teclinical Guide, Section U G- Annual application must not exceed die agronomic rates for the soil and crop used.
NRCS, NC
TUNE, 1996

EXK[Brr D-2
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment: 11manNs MoOC-L Z4oa� /i4ao� , NOt.sav CUN Znu 'I`s VTO
FicWNol
TRAVEL LANE
Welled
Diameter
EQUIPMENT
NoLzie ., C"ating
Dimeter Pressure Pressure Ate
�� �'i) Palle
M MM
•
E �rI MM
�WMW
:•
W�=
MWUM
.
•�
+��
{
L C i M C
•
WWM
=
M
W
.{
I See attached snap.
2Show separate entries for each hydrant location in each field.
}Use the following abbreviations for various arc patterns: r (full circle), TQ (three quarters), TT (two thirds), I I (half circle), T (one third), Q (one quarter),
May also use degrees of arc. Now �oNC C— : U}s= Zto' tsar, ►&v t'%"Z5[ OQ L.s- . ?%AN at
MRCS, NC
4C T-'+ Aa Z-la° Ntc ontk JUNE, 1996
P4\I At 3 rOrIrKvi-

TABLE 4 - Irrigation System Specifications
Traveling
Irrl ation Gun
Solid Set
Irri ation
Flow Rate of Sprinkler (gpm)
100 - 42S
Aerating Pressure at Pump (psi)
_ 8
Design Precipitation Rate (1n/hr)
Hose Length (feet)
1Z5
XXXXXXXX
Type of Speed Compensation
�uvGirhe
xxxxxXXX
Pomp Type (PTO, Engine, Electric)
e
Pump Power Requirement (hp)
I
TABLE 5 - Tlirust Bloclt Specifications
Designer may rovide thrust block details on separate sheet,
LOCATION
THRUST BLOCK
AREA
900 Bend
5,3
Dead End
Tee
3, $
ISee USDA-NRCS Field Office Teclukal Guide, Section IV, Practice Code 430•DD.
EX1-1 rr D-1
NRCS, NC
JUKE, 1996

Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convinienl to the des ignerlsupplier.
hiciude procedures such as start-up, shut -down, winterization and regular maintenance of all equipment.
EMG G [ z
N w ' C v. t t c a• t e
r21r
w� l . C Lam. � * � .+ . ►
r. S C • a. C �[ C .• • t� 1 [ I
�. L � •i� �a ► G • •1C ' I r: r. C H X
� C
NRCS, NC
JUNE, 1996

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For examp:e, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason; you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least -once every_
three years is recommended. Calibration involves collecting and measuring -flow -at
several locations in the application area_ Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated sca1.e from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction of
pull. Set out collection containers 25 feet apart along the transect on both sides of
the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a -windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
`Reprinted for Certification Training for Operations of Animal Waste Management Systems Manua!

R�FU
F
- - - _V U _ -
Jel Selection Chart
Reel Rain offers a wide selection of
models to choose from. With hose sizes
ranging from 3" I.D. to 5" I.D_ and lengths
from 850' through 1500'.
A wide variety of drive systems including
Water Turbine, Slurry Turbine, Gas
Mechanical, and Gas Hydrostatic are
available on most Reel fain, models.
Your Reel Rain Dealer can match the
correct model and
drive system to
bi �+
HQBBS _
satisfy your critical
��'� Reel Rain
irrigation needs.
IMXMTAQV SrSTEAO ill
Typical
Time For
Hose
Lane
No. of Acres
Flow Rate.
One Pull Applying
Nelson Gun
'1vlodel
Length
Hose I.D.
Spacing
Covered
(G.P.M.)
1" of Water (hours)
Number
(feet)
(inches)
(feet)
in One Pull
)?ress&ure
Turbine.
Gas
Turbine,
Gas
3500b.�g7Q;r
13
5 0 "
454.
YU,_
360
�32Q
�18=92Q�1U60
'10347t635
75
0465;
4
41'5R20[]/8QPSP
7..O�ti �SR20D/80PST
* 4-x
300114'-•
o t
•_
425
`'x,1.9.�
�
os
oasa
670
770
6.0
5.3
SR200/80PSI
245OL11450L
1050
4.5
330
8.94
2400L/1400L
1250
4.1
320
10.11
470
540-
9.7
8.5
SR200/80PSI
; 1375XL_ =
, 1}I`00
r3K6"
= t 28U
PQ 77. '�r
'382
`' 41 '•
9`
f
8 4
SRL50(80P%
240'41
-
t 266
w290 r.
1_2•
rz6
SR3 50�80PSI'
-
r:
,.
1033
850
3.3
260
5.68
360
400
7.1
6.4
SR150/80PSI
1030
965
3.0
240
5.84
260
280
10.2
9A
SR150/80PSI
1100 Holland Road / Suffolk, VA 23434
Telephone [phone] / Fax [phone]
1701 S. Slappey Blvd.. / Albany, GA 31706
Telephone [phone] / Fax [phone]
AMADAS INDUSTMES whose policy is one of continuous improvement, reserves the right to change
specifications design or price vAthout incurring obligation.

BIG GUN° PERFORMANCE TABLES U.S. UNITS
100 SERIES BIG GUNS -- 240 TRAJECTORY"
100 T TAPER BORE NOZZLES
•Awltable only with F700 8 SR1DD,
1 QO R RING NOZZLES
PSI .71 RING I 17 PING 61 RING .86 RING .99 RING .93 RING
GPM DIA GPM DIA GPM DIA GPM DIA GPM ptA GPM CIA
7
An i 6G 208 1 7a 717 1 91 215 1 103 224 1 118 235 I l.0 738
60 81 235 1 96 240 1 110 245 1 125 260 141 270 1 164
80 94 255 I Ill 255 1 177 275 14-5 285 163 3W 1 189
d^
tDD t05 270 t2a 2H0 142 295 152 305 182 320 212
'-The diameter of throw I$ app=iMxl&y 3% less for the Zr W*OC Dry angle. 6% less don 18•.
150 SERIES BIG GUNS - 240 TRAJECTORY"
150 T TAPER BORE NOZZLES
100 DN DIFFUSER NOZZLES
.96 R1NG
GPM DIA
Ij 0.5 DN 0.8 pN
GPM DU GPM 04A
0.7 DN
GPM OUI
6.8 ON
GPM DIA
152 242
45 154 1 e8 168
91 182
Ila 19e
te31 290
— —
1t 200
143 218
211 315
19jWC.1
PS.I.
Nozzle
_T
GPM DIA
Nozzle
A'
GPM DIA.
Nozzle
.9'
GPM DiA.
Nozzle
110'
GPM
D1A
Nozzle
GPM
Dbl
Nwzte
GPM OUL
Nozzle
13'
GPM
♦Jill
60
IIG
M.
143 255'
192 305'
Z 5
325'
275
34W
330
385'
3"
380'
80
128
290
165 310'
210 335'
260
355'
3t5
375'
360
395'
445
410'
100
I43
310'
1115 33W
235 355'
290
375'
WS
4013'
425
42A'
500
440'
120
157
"330'
204 350'
258 375'
320
395'
M
420'
465
440'
546
460'
150 R RINCs NOZZLES
PS I.
GPM—" Dul
RSTR.
-
GPM51 DIA
1
GPM
OlA
1.i6S
GPM
DIA.
7
GPM
DIA.
34
GPM
0Il1.
t.41z
GPM
DIA
60
110 280'
IQ 260'
1e2
300'
225
315'
27S
335'
330
350'
385
365'
126 280'
I&T-i
210
320'
260
34W
315
361Y
390
380 1
445
395'
1co---]
t43 3W
1 t85 .327
235
340'
290
360'
355
380'
425
400'
SW
415,
120
1S7 315'
1 204 335'
258
360'
320
38W
3as
40D'
465
420'
S45
435'
"The diameter of Ihr0W is approzirrul" 3% IkM for 111e 71' tralectory angle.
200 SERIES BIG GUNS - 270 TRAJECTORY"
200 T TAPER BORE NOZZLES
P.S.I.
Nozzle
Nozzle
GPM DiA
Nozzle
L1'
GPNM CIA
Nolte
GPM OtA
NozzN
GPM D1A_
Noz7te
GPM D1A
Nmrle
GPM
DIA
Nozzle
GPM 01A.
Houle
IV
GPM DUI. 1
Nozzle
ozz
GPM DIA.
70
Z70 360'
310
380'
355 395'
30'
S55
450'
630 465'
755 495'
e90
515'
90
310 390'
350
41T
405 425'
65'
625
485'
715 5Q5'
855 535'
1005
555'
110
340 41D'
39C
430'
445 450'
M485-655
95'
695
S15'
790 535'
945 58i'
1110
S1i0'
130
370 425'
425
uS'
485 485'
i5'
T55
840't
am 580'
1025 590'
1210
620'
200 RRING NOZZLES
P$J.
1 y.` Ring
GPM ` DLk
? t %, aReiim �3
GPM• {St/l'
t +,y Rir1g
GPM Y � DW
1 %' limp
GPM • 11
14i • aR�inV
GPM• DU!
1 'h- aRcitmmuga(y
pPM • DLl
( r Ring
GPM • =DW
250 340'
330
3W
3" 390'
445
4117
515
425'
WS
410'
6" 455'
2N0 370'
380
4w
445 42V
S1S
440'
690
455'
875
47V
605 490,
ji
325 390'
425
1 425'\•
5w 443'M
465,880
755
SOC
900 520'
353 41EY
465.
44S'
so M.
630
485'
72S
500'
e25 .
520'
985 545'
The diameter of throw Is approx,muety 2% lasts for the 24• trajectory angle. 5% less fur the 21• trapaary 'ogre.
The B4 GUN' performance data tu3 teen obtained under idaal test conditiaru and may be advarssty atlw2ad by wind, poor hydraulic entrlu+cs coM61Mf or other factors.
Nelson Irr pDw m Corporation makes no Wmwntaliorl regarding dm" condit n, uNtorrntty, or application rate_

DETAILED
DEPTH OF WAT;.R VS. TRAVEL
HOSE SPEED IN FtET PER MINUTE
SPEED
CHART
FL, d
LANE
RATE
SPACING
0.75 -
1
1.25
1.5
1.75
2
. 2.5
3
4
5
6
8
10
12
GAM
FEE
100
170
1.26
0.94
0.76
0.63
0.54
0.47
0.38
0.31
0.24
0.19
0.16
0.12
0.09
0.06
190
1.13
0.84
0.68
0.56
0.48
0.42
0.34
0.28
0.21
0.17
0.14
0,11
0.08
0.07
125
180
1.49
1,11
0.69
0.74
0.64
0.56
. 0.45
0.37
0.28
0.22
0.19
0.14
0.11
0.09
13;a
210
1.27
0.96
0.76
0.64
0.55
0.48
0.36
0.32
0.24
0.19
0.16
0,12
0.10
0.08
150
190
1.69
1.27
1.01
0.64
0.72
0.63
0.51
0.42
0.32
0,25
0,21
0,16
0.13
0.11
220
1.46
1.09
0.88
0.73
0.63
0.55
0.44
0.36
0.27
0.22
0,10
0.14
0,11
0.09
75
200
1.87
1.40
1.12
0.94
0.60
0.70
.5
0.47
0.35
0.28
0.23
0.18
0.14
0.12
230
1.63
1.22
0.98
0.81
0.70
0.61
.49
0.41
0.31
'0.24
0.20
0,15
0.12
0.10
2
200
2.14
i .61
1.28
1.07
0.92
0.80
0.64
0.54
0.40
0.32
0.27
0.20
0.16
0.13
Z14
230
1.66
1.40
1.12,
0.93
0.80
0.70
t5EM7
0.47
0.35
0.28
0.23
0,17
0.14
0.12
225
210
2.29
1.72
1.38
1.15
0.98
0.88
0.69
0.57
0.43
0.34
0.29
0.2i
0.17
0.14
240
2.01
1.50
1.20
1.00
.0.86
0.75
0.60
0.50
0.38
0.30
0.25
0.19
0.15
0.13
250
. 220
2.43
1.82
1.46
1.22
1.04
0.91
0.73
0.61
0.46
*0.36
0.30
0.23
0.18
0.15
' 250
2,14
1.61
1.28
1.07
0.92
0.80
0.64
0.54
0.40
0.32
0.27
0.20
0.16
0,i3
275
220
2.68
2.01
1,61
1.34
1.15
1.00
0.80
0.67
0.50
0.40
0.33
0.25
0,20
0.17
260
2.26
1.70
1.36
1,13
0.97
0.85
0.68
0.57
0.42
0.34
0.28
0.21
0.17
0.14
300
230
2.79
2.09
1.67
1.40
1.20
1.05
0.84
0,70
0.52
0.42
0.35
0.26
0.21
0.17
270
2.38
1.78
1.43
1.19
1.02
0.89
0.71
0.59
0.45
0.36
0.30
0.22
0.10
0.15
325
240
2.90
2.17
1.74
1.45
1.24
1.09
0.87
0.72
0.54
0.43
0,36
0.27
0.22
0.18
270
2,58
1,93
1.55
1.29
.1.10
0.97
0..7
0.64
0.48
0.39
0.32
0.24
0,19
0.16
350
240
3.12
2.34
1.87
1.56
1.34
1.i7
0.94
0.78
0.59
0,47
0,39
0.29
0,23
0.20
280
2.68
2.01
1.61
1.34
1,15
1.00
0.80
0.67
6.50
0.40
0.33
0.25
0.20
0.17
375
250
3.21
2.41
1.93
1.61
1.38
1.20
0.96
0.60 '
0.60
0.48
0.40
.0.30
0.24
0.20
280
2.87.
2.15
1.72
1.43
1.23
1.07
0.86
0.72
0.54
0.43
0.36
.0.27
0,21
0.18
400
250
3.42
2.57
2.05
1.71
1.47
1.28
1.03
0.66
0.64
0.51
0.43
0.32
0.26
0,21
290
2.95
2.21
1.77
1.48
1.27
1.11
0.89
0.74
0.55
0.44
0.37
0.28
0.22
0.18
425 .
250
3.64
2.73
2.18
1.82
1.56
1.36
1.09
0.91
0.68
0.55
0.45
0.34
0.27
0.23
290
3.14
2.35
1.88
1.57
1.34
1.18
0.94
0.78
0.59
0.47
0.39
0.29
0.24
0.20
450
260
3.70
2.78
2.22
1.85
1.59
1.39
1.11
0.93
0.69
0.56
0.46
0.35
0,28
0.23
300
3.21
2,41
1.93
1.61
1.38
1.20
0.96
0.80
UO
0.48
0.40
0.30
0.24
0.20
475
280
3.63
2.72
2.18
1,82
1.56
1.36
1.09
0.91
0.68
0.54
0.45
0.34
0.27
0.23
320
3.18
2.38
1.91
1.59
- 1.38
1.19
0.95
0.79
0.60
0.48
0.40
0.30
0,24
0,20
500
._..
280
I -
.82.
F
2.87.
2.29
1.91
1.64
1.43
1.15
0.96
0.72
0.57
0.48
0,36
0.29
0.24
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BERKELEY PUMPS
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DATE 8-17.81
PAGE 401
SUPERSEDES
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6059D
Performance Rating
Rated Gross Power ........... 120 bhp (89 kW) ® 2500 rpm
Peak Torque ............. 287 lb.-ft. (389 N-m) ® 1400 rpm
Fuel Economy (BSFC) .. 0.363 lb/hp hr. (2211 g(kW h) @ 2000 rpm
Continuous Rating
Gross Power ............... 107 bhp (80 kW) (a 2500 rpm
Peak Torque ............. 260 Ib.-ft. (353 N-m) @ 1400 rpm
RATED BHP is the power rating for variable speed and load applica-
tions where full power is required intermittently.
CONTINUOUS BHP is the power rating for applications operating
under a constant load and speed for long periods of time.
POWER OUTPUT is within + or - 5% at standard SAE J1349
conditions.
PHOTOGRAPHS MAY SHOW NON-STANDARD EQUIPMENT.
POWER
W DEEM
Performance Curve
MEM
�mm
10 12 14 16 1s 20 22 26 24
Engine Speed — rpm's In 100's

Features and Benefits
Rugged one-piece cast-iron block
• Generous internal webbing provides sturdy engine structure.
• Crankshaft well -supported by seven main bearings.
Replaceable wet -type cylinder liners
• Provide excellent heat dissipation.
• Centrifugally cast, precision machined and induction hardened for
long life.
Three-ring low -friction pistons
• Cast of high grade aluminum alloy with extensive internal ribbing.
• High -ring piston, low -friction ring design increases fuel economy,
decreases oil consumption and improves cold weather starting.
• Plasma coating on rings prevents scuffing and provides longer life.
Free -breathing cross -flow cylinder head
• Provides unrestricted air flow for better operating efficiency.
• Integral intake manifold eliminates gaskets.
Contoured valves and valve seats
• Design reduces intake and exhaust air turbulence for better
breathing.
• Valve rotators ensure constant cleaning of each valve stem, face
and seat area for longer life and cooler operation.
• Valve stems chrome plated for long life.
• Induction hardened replaceable valve seats.
Forged steel dynamically balanced crankshaft
• Constructed of heat -treated high carbon steel for maximum
strength.
• Journal surfaces and fillets induction hardened for significantly
increased strength. General Specifications
Forged steel connecting rods
• 45-degree connecting rod/cap joint design allows use of larger
crankshaft connecting rod bearing for increased durability.
Fuel system
• Features rotary injection pump with mechanical governor and
electric fuel shut-off solenoid.
• Cam -driven mechanical fuel supply pump.
• Edge -type fuel filters in 9.5 mm injectors effectively prevent noz-
zle plugging.
Optional auxiliary drive
• Rated at 50 hp (35 kW) intermittent
• SAE A and B flanges available.
.Engine Model ........................... 6059D
Number of Cylinders ...........................6
Displacement ..................... 5.9 L (359 cu. in.)
Bore and Stroke .... 4.19 in. x 4.33 in. (106 mm x 110 mm)
Aspiration ................ I ..... Naturally aspirated
Engine Type .................... In -Line 4 stroke cycle
Compression Ratio ....................... 17.8 to 1
Length ........................ 44.0 in. (1118 mm)
Width .......................... 21.7 in. (552 mm)
Height ......................... 36.9 in. (936 mm)
Weight (dry) ...................... 1140 lb. (518 kg)
DEERE POWER SYSTEMS GROUP
P.O. Box 5100
Waterloo, la. 50704
Tel: [phone]
Fax: [phone]
JOHN DEERE SARAN
B.P. 13
45401 Fleury Les Aubrais — France
Tel: [phone]
Fax: (33) 38 fit 60 00
DKE49M Limo in U.S.A. (89-12)

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vALE.
IRRIGATION DESIGN
JIMMY & ROBIN BEST FARM
Prepared by: M. Plod Adams P.E.
Date: May 13 1997

WASTE UTILIZATION PLAN Page 1
DATE May 12, 1997
Producer: JIMMY & ROBIN BEST
Location: 4230 CHURCH ROAD
CLINTON, NC 28328
Telephone: [phone]
Type Operation: FARROW TO WEAN
Number of Animals: 2600
The waste from your animal facility must be land applied at a specified
rate to prevent pollution of surface and/or groundwater. The plant
nutrients in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops in the fields where waste
is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application
cycle_ Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner. Always
apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can
utilize. Soil types are important as they have different 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 pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. Do not apply waste on saturated soils, when it is
raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM
regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of the nutrients
for crop production and to reduce the potential for pollution, the
waste should be applied to a growing crop or applied to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. If you
choose to inject the waste in the future, you need to revise this
plan. Nutrient levels for injecting waste and irrigating waste are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage require-
ments should be based on the waste analysis report from your waste
management facility. Attached you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
Management Commission.

WASTE UTILIZATION PLAN
AMOUNT OF WASTE PRODUCED PER YEAR (GALLONS, FT3, TONS, ETC.)
2600 hogs x 6.1 tons waste/hogs/year = 15860 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2600 hogs x 5.4 PAN/hogs/year = 14040 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
TABLE 1: ACRES OWNED BY PRODUCER
Page 2
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS
DETERMINING PHASE CODE AW N PER ACRES AW
PER AC AC USED
APPLIC.
TIME
11001 UN1 WAGRAM BH 5.5 275 43.47 11954.25
11001 `UN1 WAGRAM SG 1 50 --- 43.47 2173.5
X
Total 14127.75
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.

WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
Page 3
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specifications 2.)
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS
DETERMINING PHASE CODE AW N PER ACRES AW
PER AC AC USED
X
Total 0
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
LBS N
APPLY
CROP CODE
CROP
UNITS
PER UNIT
MONTH
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
APR-SEPT
C
CORN
BUSHELS
1.25
MAR-JUNE
SG
SMALL GRAIN OVERSEED
AC
50
SEPT-NOV
SA
SUMMER ANNUALS
AC
110
APR -MAY
WA
WINTER ANNUALS
AC
100
SEPT-NOV
BC
HYBRID BERMUDAGRASS--CON GRAZED
TONS
50
APR-SEPT
BP
HYBRID BERMUDAGRASS-PASTURE
TONS
50
APR-SEPT
FC
TALL FESCUE -CON GRAZED
TONS
50
SEPT-APR
FH
TALL FESCUE -HAY
TONS
50
SEPT-APR
FP
TALL FESCUE -PASTURE
TONS
50
SEPT-APR
SB
SOY BEANS
BUSHELS
4
JUN-SEPT
W
WHEAT
BUSHELS
2
FEB-MAR

WASTE UTILIZATION PLAN
TOTALS FROM TABLES 1 AND 2
ACRES LBS AW N USED
TABLE 1 14127.75
TABLE 2 0 0
TOTAL y3•,17 14127.75
AMOUNT OF N PRODUCED 14040
*** BALANCE
-87. 75
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately pounds of plant
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge equipment, may be needed when you remove this sludge.
See attached map showing the fields to be used for the utilization of
waste water.
APPLICATION OF WASTE BY .IRRIGATION
The irrigation application rate should not exceed the intake rate of
the soil at the time of irrigation such that runoff or ponding occurs.
This rate is limited by initial soil moisture content, soil structure,
soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the
soil at the time of irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
Your facility is designed for 180 days of temporary storage
and the temporary storage must be removed on the average of once every
6 months. In no instance should the volume of waste being stored in
your structure be within 1.7 feet of the top of the dike.
Page 4

WASTE UTILIZATION PLAN Page 5
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designeer to
ensure that an irrigation system is installed to properly irrigate the
acres shown in Tables 1 and 2. Failure to apply the recommended rates
and amounts of Nitrogen shown in the tables may wake this plan invalid
Call your Agriment Services representative for assistance in determining
the amount of waste per acre and the proper application rate
prior to beginning the application of your waste.
NARRATIVE OF OPERATION:
SEE ATTACH

WASTE UTILIZATION PLAN
Plans and Specifications
Page 6
1. Animal waste shall not reach surface waters of the state by runoff,
drift, manmade conveyances, direct application, or direct discharge
during operation or land application. Any discharge of waste which
reaches surface water is prohibited. illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division
of Environmental Management for every day the discharge continues.
2. The Local MRCS office must have documentation in the design folder that
the producer either owns or has long term access to adequate land
to properly dispose of waste. If the producer does not own adequate
land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable
proximity, allowing him/her the use of the land for waste application
for the life expetancy of the production facility. It is the
responsibility of the owner of the facility to secure an updated Waste
Utilization Plan when there is a change in the operation, increase in
the number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen
needs for realistic crop yields based on soil type, available moisture,
historical data, climate conditions, and level of management, unless
there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management
System (RMS) or an Alternative Conservation System (ACS). If an ACS
is used the soil loss shall be no greater than 10 tons per acre per
year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers"
required by DEM. (See FOTG Standard 393-Filter Strips and Standard
390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste
application. Waste should not be applied when the wind is blowing.
6. When animal waste is to be applied on acres subject to flooding, it
will be soil incorporated on conventionally tilled cropland. When
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season
prone to flooding. {See "Weather and Climate in North Carolina" in
the NRCS Technical Reference - Environment file for guidance.
7. Liquid waste shall be applied at rates not to exceed the soil infil-
tration rate such that runoff does not occur offsite or to surface
waters and in a method which does not cause drift from the site during
application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall
event, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that no more than 20 to 25 percent of the leaf area is covered.

WASTE UTILIZATION PLAN
Page 7
10_ Waste nutrients shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste
nutrient loading rates on these soils should be held to a minimum
and a suitable winter cover crop planted to take up releassed
nutrients. Waste shall not be applied more than 30 days prior to
planting of a crop on bare soil.
11. Animal waste shall not be applied closer than 25 feet to surface
water. This distance may be reduced for waters that are not perennial
provided adequate vegetative filter strips are present. (See standard
393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings
other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right. -of ways.
15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by discharge or by over -spraying. Animal waste may be
applied to prior converted wetlands provided they have been
approved as a land application site by a "techinal specialist".
Animal waste should not be applied on grassed waterways that discharge
into water courses, except when applied at agronomic rates and the
application causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal waste
management system.
17. Lagoons and other uncovered waste containment structures must maintain
a maximum operating level to provide adequate storage for a 25-year,
24-hour storm event in addition to one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on
all disturbed areas (lagoon embankments, berms, pipe runs, etc.).
If needed, special vegetation shall be provided for these areas and
and shall be fenced, as necessary to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are
limited to areas where considered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures should be
inspected regularly for evidence of erosion, leakage or discharge.
19. If animal production at the facility is to be suspended or terminated,
the owner is responsible for obtaining and implementing a "closure
plan" which will eliminate the possibility of an illegal discharge,
pollution and erosion.
20. Waste handling structures, piping, pumps, reels, etc., should be
inspected on a regular basis to prevent breakdowns, leaks, and spills.
A regular maintenance checklist should be kept on site.

WASTE UTILIZATION PLAN
NAME OF FARM:
OWNER / MANAGER AGREEMENT
Page 8
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 an expansion to the existing design capacity of
the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
Division of Environmental Management (DEM) before the new animals
are stocked. I (we) also understand that there 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.
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rate that no runoff
occurs.
NAME OF FACILIT WNER: JIMMY & ROBIN BEST
SIGNATURE: 3. DATE: !a 7
NAME OF MANAGER (if different from owner):
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: RONNIE G.KENNEDY JR.
AFFILIATION: Agriment Services Inc.
P.O. Box 1096
Betilavill %285 8/
SIGNATURE: l �i� ' DATE.

lip
NARRATIVE OF WASTE UTILIZATION PLAN:
THIS WASTE PLAN WAS CREATED IN CONJUNCTION WITH THE
CERTIFIED IRRIGATION PLAN INCLUDED. HYDRAULIC LOADING
OF THE PREDOMINATE SOIL TYPE (WAGRAM) WAS TAKEN IN
ACCOUNT WHEN THE IRRIGATION DESIGN WAS CREATED SO AS
NOT TO EXCEED THE HYDRAULIC CAPACITY OF THE SOIL. THE
BEST BROTHERS PLAN TO APPLY THEIR WASTE NOT TO EXCEED
AGRONOMIC LOADING OF THE CROPS BY APPLYING
ACCORDING TO HIS SPECIFIC WASTE ANALYSIS.

RECc1VEDiDF-i!PJDWR
Water Quality Regir'nd
03 Z015
ellons QaSection Fayetteville R¢g,pfncs
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
January 30, 2015
James Best
TDM 30 (Best Bros.)
4230 Church Rd
Clinton, NC 28328
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820699
TDM 30 (Best Bros.)
Animal Waste Management System
Sampson County
Dear James Best:
The Division of Water Resources (Division) received your sludge survey information on January
13, 2015. With the survey results, you requested an extension of the sludge survey requirement
for the lagoon at TDM 30 (Best Bros.) Farm facility. Due to the amount of treatment volume
available, the Division agrees that a sludge survey is not needed until December 31, 2019.
The next sludge survey for the above mentioned lagoon should be performed before December
31, 2019. Please retain this letter and keep it with your farm records for reference. Thank you for
your attention to this matter.
Please call me at [phone] if you have any questions.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Program
Division of Water Resources
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS820699
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: hlp://www.ncwater`org
An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper

MCDEN
North Carolina Department of Environment and Natural Resources
Division of Water Qoality
Beverly Eaves Pardue Coleen H. Sullins Dee Freeman
Governor Director Secretary
James B. Best
TDM 30 (Best Bros.)
4230 Church Rd
Clinton, NC 28328
Dear James B. Best:
J anuary 14, 2011 RILE -;a E I V E D
JAN 18 2011
DENR-FAYETTEVILLE REGIONAL OFRCE
Subject: Sludge Survey Testiing, Dates
Certificate of Coverage No. AWS820699
TDM 30 (Best Bros.)
Animal Waste Management System
Sampson County
The Division of Water Quality (Division) received your sludge survey information on December
29, 2010. With the survey results, Doug Niemond on your behalf requested an extension of the
sludge survey requirement for the lagoon at the TDM a0 (Best Bras:) facility. Due to the amount
of treatment volume available, the Division agrees that a sludge survey is not needed until 2014
for vour lagoon.
The next sludge sun ey for the lagoon at the TDM 30 (Best Bros.) facility should be performed
before December 31, 2014. Thank you for your attention to this matter. Please call me at (919)
715-693 7 if you have any questions.
Sincerely,
A�p
Miressa D. Garoma
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Doue Niemond. PO Box 300, Newton Grove, NC 28366
Permit File AWS820699
i633108 _i+fce •'e;-aer. Ra:ei_ . boruf CaroFina'7699-16
725 Ga„_ Brr_., ; ,alerg^. Norm O arolina 276�=
'.; Ak: Sorvi—. 1-377-F,23-071
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NaturailY
ai uif (i:.rr:r.,,,iir _.flrfrAuot� A--liBn .r m^lrn..,

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Fay
Nutrient Management Plan For Animal Waste Utilization
07-30-2001
This plan has been prepared for:
Best Brothers
Robin and Jimmy Best
4230 Church Rd.
Clinton, NC 28328
910-567-5106
mam
This plan has been dev�oped
Doug Niemand RECEIUCU
TDM Farms PAR
an
Box 300 5
Newton Grove, NC 28366 DW_FA
910-594-0219 �iQ1#
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance r
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
,i ' • �/ co/
r
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Commission.
Plan Approved By:
T ical Specialist Signature Date
S67744 Database Version 1.05 Date Printed: 07-30-2001 Cover i'a e I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
59
Swine Farrowing-Weanling Lagoon Liquid waste generated 8,327,800
gals/year by a 2,600 animal Swine Farrowing-Weanling Lagoon Liquid
operation. This production facility has waste storage capacities of
approximately 180 da s.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
12827
Incorporated
22029
Injected
24259
,Irrigated
13942
Actual PAN Applied
Year 1
14389
Notes:
In source ID, S means standard source, U means user defined source.
867744 Database Version 1.05 Date Printed: 07-30-2001 Source Page 1

Narrative
This plan was written as a result of changing a portion of the crop from bermuda hay to bermuda pasture.
The existing irrigation plan remains in effect. Additional land can now be applied on through the use of a
honey wagon. The.specsbf.thenoney wagon have been included -with this plan..Buffers on the application
fields have been deducted and this is reflected in the WUP.
Doug Niemond
--------- I ------------- ------------------------------ ------- --------------------•-
867744 Database Version 1.0- Date Printed: 07-30-2001 Narrative Page I

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland
needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper
timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other
by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be appl ied on each field in order to
supply the indicated quantity of nitrogen from each source is also included.
A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure
generated by the operation. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply more or less waste
in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the facility, the storage
capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the planning period.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being utilized.
Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to balance the
nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal waste be limited
so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a Feld.
Waste Utilization Table Year 1
Tract
Field
Source
ID,
Soil Series
Total
Acre
Use,
Acres
crop
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(field)
Solid
Manure
Applied
(Field)
N
N
Ibs1A
1000
al/A
I Ions
1000 Rats
tons
11001
1
S9
Wa ram
41.8
39.3
Small Grain Ovemeed
1.0
Tans
10/1-3131
50
0
0
irrs .
50
29.9
0.0
1,173.7
0.0
11001
1
S9
Wa ram
41.9
39.3
Bermuda tars Pasture
5.5
Tons
311-9/30
110/1-3/31
202
0
0
Irri .
202
120.7
0.0
4.741.8
0.0
I i001
3
59
Wa ram
13.8
13.8
Small Grain Oversced
1,0
Tons
50
0
0
Irri .
50
29.9
0.0
412.1
0.0
--- ------ - - --------•-•----...----•---------------------------------------------------------•--------- -- --- -•-- -- -- -- -----••----
867744 Database Version 1.05 Date Printed: 07-30-2001 WUT Page t

Waste Utilization Table
Year 1
Tract
Field
Source
E.D.
Soil Series
Total
Acre
Use.
Acres
Cro
RYE
RYE
Unit
Apptic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs1A)
N
Applic,
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Soli+i
Manure
Applied
(F -0d)
N
N
ibs/A
1000
aI/A
tons
1000 els
tans
1 1001
3
59
Wa ram
13,9
13.8
Bermuda rass Ha
5.5
Tons
311-9130
' 275
0
0
Irri
275
164.3
0.0
2,266.8
0.0
Lagoon Liquids
Total Applied, 1000 gal Ions
8,594
Total Produced, 1000 `allons
8,328
Balance 1000 allons
-767
Manure Solids
Total Applied, tans
0
Total Produced, tans
0
Salana tons
0
Notes: 1. In the tract cotuinn, symbol —means leased, otherwise, owned. 2. Symbol • means user entered data.
--------------------------- - - ---- - -•--
867744 Database Version 1.05 Date Printed: 07-30-2001 WUT Page 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration
rate varies with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that
will not result in runoff. This table provides the maximum application rate per hour that may be applied to
each field selected to receive wastewater. It also lists the maximum application amount that each field may
receive in any one application event.
Irrigation -Application Factors
'tract
Field
Soil Series
Application Rate
(inchesihour)
ApplicatianAmount
(inches)
11001
1
Wagrarn
0.60
0.72
11001
3
Wauam
0.60
0.72
------------------------•----------------------- -- ---------- —
867744 Database Version L05 Date Printed: 07-30-2001 IAF Page 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for
each source, the number of animals in the facility and the plant available nitrogen application rates shown in the
second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
--clean out, this material- must be -utilized for crop production and applied at agronomic rates. Inmost cases, the priority
nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient
levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to strearns-and lakes phosphorous is a concern. Soils containing very high phosphorous levels may also be a
concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximl,�
PA-N Rite
lblac
Maximum Sludge
Application Rate
1004 gallac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge - Standard
Com 120 bu
150
13.17
76-99
153.981
230.97
Hay 6 ton RY.E.
300
26.34
39-49
76.99
115.48
Soybean 40 hi
1601
14.05
72-18
144.351
216.53
------------•-------------------- •----------------------------- --
867744 Database Version 1.05 Date Printed: 07-30-2001 Sludge Page 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity
available at the end of each month of the plan. Available storage capacity is calculated as the design storage
capacity in days minas the number of days of net storage volume accumulated. The start date is a value
entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at which
storage volume in the lagoon or holding pond is equal to zero.
Available•storage-capacity Should be. greater than or equal to zero and less than or equal to the design
storage capacity of the facility. if available storage capacity is negative, the estimated volume of
accumulated waste exceeds the design storage volume of the structure. This indicates that the planned
application interval in the waste utilization plan is inconsistent with the structure's temporary storage
capacity.
Available Waste Storage Capacity
Source Name
"Swine Farrowing-Weanling Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/30
180
Plan Year
Month
Available Storage Capacity (Days)
i
1
99
1
2
85
1
3
99
1
4
115
1
5
I30
I
6
146
1
7
161
1
8
176
1
9
180
1
10
163
1
11
147
1
12
123
* Available Storage Capacity is calculated as of the end of each month.
------------------------------------------•----- ------•-----------------------------
867744 Database Version 1.05 Date Printed: 07-30-2001 Capacity Page 1

Required Specirications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
::..water is -prohibited.
2. There must be documentation in the design fold that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre
per year but less than 10 tons per acre per year provided grass filter strips
are installed where runoff leaves the field (see USDA, MRCS Field Office
Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift from
the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone to
flooding (see "Weather and Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate
--such that runoff does not occur offsite or to surface waters and in a method
which does not cause drift from the site during application. No ponding
-------------------------------•-----•--------------------
867744 Database Version I.05 Date Printed: 07-30-200I Specification Page I

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 soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for Ieaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not be
applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto.which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,4995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied
to prior converted cropland provided the fields have been approved as a
land application site by a "technical specialist". Animal waste shall not be
applied on grassed waterways that discharge directly into water courses,
and on other grassed waterways, waste shall be applied ar agronomic rates
in a manner that causes not runoff or drift from site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
----------------------------------------------------- ----
867744 Database Version 1.05 Date Printed: 07-30-2001 Specification Page 2

system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall
be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal -production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at
least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a Iower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted and maintained for
optimum crop production. Soil and waste._analysis.records shall be kept
for a minimum of five years. Poultry dry waste application records shall
be maintained for a minimum of three years. Waste application records
867744 Database Version 1.05 Date Printed. 07-30-2001 Specification Page 3

for all other waste shall be maintained for a minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-- -- _
867744 Database Version 1.05 Date Printed: 07-30-2001 Specification Page 4

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