NCG500652_Permit (Issuance)_20110606

AwA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 6, 2011
Lankford Ruffin, Owner
Butterball, LLC
One Butterball Lane
Garner, North Carolina 27529
Subject: Certificate of Coverage NCG500652
under General Permit NCG500000
Butterball Feed Mill
5604 Turkey Highway, Turkey, NC
Sampson County
Dear Mr. Ruffin:
In accordance with your application, the Division of Water Quality (DWQ) hereby forwards this Certificate of
Coverage to discharge under the subject general permit. We issue this permit pursuant to the requirements of
North Carolina's General Statue 143-215.1 and the Memorandum of Agreement between North Carolina and
the US Environmental Protection Agency dated July 17, 2007 (or as subsequently amended).
The following information is included with your permit:
• A copy of the Certificate of Coverage for your treatment facility
• A copy of General Permit NCG500000 for boiler blowdown discharge
• A copy of a Technical Bulletin for General Permit NCG500000
If any parts, measurement frequencies or sampling requirements contained in this general permit are
unacceptable, you have the right to request an individual permit by submitting an individual NPDES permit
application. Unless such demand is made, this Certificate of Coverage shall be final and binding.
Please note that this Certificate of Coverage is not transferable except after notice to the Division of Water
Quality. The Division may modify, or revoke and reissue this Certificate of Coverage. This issuance does not
affect your legal obligations to obtain other permits that may be required by the Division of Water Quality, the
Division of Land Resources, the Coastal Area Management Act, or any other Federal or Local government.
If you have any questions concerning this permit, please contact Joe Corporon at telephone number (919) 807-
6394 or email ([e-mail]).
o een H. Sullins, Director
cc: Fayetteville Regional Office, Surface Water Protection Section
Central Files
NPDES General Files
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer
NonrthCarolina
aturally

Permit NCG500650
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
General Permit NCG500000 •
Certificate of Coverage NCG500652
TO DISCHARGE NON PROCESS -CONTACT BOILER BLOWDOWN FROM PELLITIZED
FEED PROCESSING, AND SIMILAR WASTEWATERS
UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES)
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
Butterball, LLC
is hereby authorized to discharge wastewaters from facilities located at
Butterball Feed Mill
5604 Turkey Highway, Turkey, NC 28393
Sampson County
to receiving waters designated as Six Runs Creek [18-68-2-(0.3)] located within the Cape Fear River
Basin, in accordance with effluent limitations, monitoring requirements, and other conditions set forth
in Parts I, II, III and IV of the General Permit NCG500000, as attached.
This permit shall become effective June 6, 2011.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day June 6, 2011.
CoIen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

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Butterball LLC, Feed Mill
5604 Turkey Highway, Turkey, NC 28393
Receiving Stream: Six Runs Creek [seg. 18-68-2-(0.3))
State Grid / USGS Quad: H26NW / Turkey, NC Stream Class: C; Sw
Latitude: 34° 59' 05" Longitude: 78° 13' 22"
Drainage Basin: Cape Fear River Sub -Basin: 03-06-19
Turkey Creek
(flows west)
Approximate Property Perimeter
. E1ijott
r
Outfal1001
(drains south)
Six runs Creek
(flows south)
j
c-2
Facility I
Location
not to scale
North
NPDES COC NCG500652
Sampson County

NC DENR - DIVISON OF WATER QUALITY 2B .0300
.0311 CAPE FEAR RIVER BASIN
Name of Stream
Class
Description Class Date Index No.
Mill Swamp From source to Little C;Sw 09/01/74 18-68-1-17-6
Coharie Creek
Betty Branch From source to Little C;Sw 04/01/59 18-68-1-17-6.5
Coharie Creek
Howard Pond Entire pond and connecting C;Sw 04/01/59 18-68-1-17-7
stream to Little Coharie
Creek
Rice Swamp (Rye Swamp)
(Laurel Lake)
Rice Swamp (Rye Swamp)
Williams Pond
From source to dam at B;Sw 04/01/59 18-68-1-17-8-(1)
Laurel Lake
From dam at Laurel Lake to C;Sw 07/01/73 18-68-1-17-8-(2)
Little Coharie Creek
Entire pond and connecting C;Sw 04/01/59 18-68-1-17-9
stream to Little Coharie
Creek
Bearskin Swamp (Turlington From source to Little C;Sw 07/01/73 18-68-1-17-10
Millpond) Coharie Creek
Lockamy Mill Branch From source to Little C;Sw 04/01/59 18-68-1-17-11
Coharie Creek
Horsepen Branch From source to Little C;Sw 04/01/59 18-68-1-17-12
Coharie Creek
Johnson Mill Race From soruce to Little C;Sw 04/01/59 18-68-1-17-13
Coharie Creek
Rattlesnake Branch From source to Little C;Sw 04/01/59 18-68-1-17-14
Coharie Creek
Bills Swamp From source to Great C;Sw 04/01/59 18-68-1-18
Coharie Creek
Turtle Branch From source to Great C;Sw 04/01/59 18-68-1-19
Coharie Creek
Six Runs Creek From source to Quewiffle C;Sw 04/01/59 18-68-2-(0.3)
Swamp
Kings Branch From source to Six Runs C;Sw 04/01/59 18-68-2-0.5
Creek
Clifton Branch From source to Kings Branch C;Sw 04/01/59 18-68-2-0.5-1
Hoe Swamp From source to Six Runs C;Sw 09/01/74 18-68-2-1
Creek
Mill Swamp From source to Six Runs C;Sw 09/01/74 18-68-2-2
Creek
Gillmore Swamp From source to Six Runs C;Sw 07/01/73 18-68-2-3
Creek
Tenmile Swamp From source to Six Runs C;Sw 07/01/73 18-68-2-4
Creek
Beaverdam Swamp From source to Six Runs C;Sw 07/01/73 18-68-2-5
Creek
Turkey Creek From source to Six Runs C;Sw 04/01/59 18-68-2-6
Creek
Hicks Branch From source to Turkey Creek C;Sw 04/01/59 18-68-2-6-1
Page 46 of 69 2011-05-28 07:19:56
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NC DENR - DIVISON OF WATER QUALITY 2B .0300
.0311 CAPE FEAR RIVER BASIN
Name of Stream
Class
Description Class Date Index No.
Mill Run
Rowans Branch (Chestnut
Pond)
Bull Branch
Stewarts Creek
Buckhall Creek
Carltons Mill Run
Bakers Branch
Millers Creek
Unnamed Tributary at
Magnolia
Sikes Mill Run
Quewiffle Creek
Shade Branch
Six Runs Creek
Crane Creek
From source to Six Runs C;Sw 04/01/59 18-68-2-7
Creek
From source to Six Runs C;Sw 04/01/59 18-68-2-8
Creek
From source to Six Runs C;Sw 04/01/59 18-68-2-9
Creek
From soruce to Six Runs C;Sw 07/01/73 18-68-2-10
Creek
From source to Stewarts C;Sw 07/01/73 18-68-2-10-1
Creek
From source to Stewarts C;Sw 07/01/73 18-68-2-10-2
Creek
From source to Carltons C;Sw 07/01/73 18-68-2-10-2-1
Mill Run
From source to Stewarts C;Sw 09/01/74 18-68-2-10-3
Creek
From source to Millers Creek C;Sw 03/01/77 18-68-2-10-3-1
From source to Stewarts C;Sw 07/01/73 18-68-2-10-4
Creek
From source to Six Runs
Creek
C;Sw
From source to Quewiffle C;Sw
Creek
From Quewiffle Swamp to
Black River
From source to Six Runs
Creek
C;Sw,ORW:+
C;Sw
09/01/74 18-68-2-11
09/01/74 18-68-2-11-1
06/01/94 18-68-2-(11.5)
07/01/73 18-68-2-12
Jump -and -Run Branch From source to Crane Creek C;Sw 07/01/73 18-68-2-12-1
Buckhorn Creek (Boney Pond) From source to Crane Creek C;Sw 07/01/73 18-68-2-12-2
Wolf Pit Branch From source to Buckhorn C;Sw 07/01/73 18-68-2-12-2-1
Creek
Bridge Branch From source to Buckhorn C;Sw 07/01/73 18-68-2-12-2-2
Creek
Peters Branch From source to Buckhorn C;Sw 07/01/73 18-68-2-12-2-3
Creek
Robinson Mill Branch From source to Six Runs C;Sw 04/01/59 18-68-2-13
Creek
Mathis Mill Branch From source to Six Runs C;Sw 04/01/59 18-68-2-14
Creek
Spearmans Mill Creek From source to Six Runs C;Sw 04/01/59 18-68-2-15
Creek
Gaddy Branch From source to Six Runs C;Sw 04/01/59 18-68-2-16
Creek
Tarkill Branch From source to Six Runs C;Sw 04/01/59 18-68-2-17
Creek
Page 47 of69 2011-05-28 07:19:56

•
CAPE FEAR RIVER BASIN
Name of Stream
Subbasin Stream Index Number Map Number Class
Rowans Branch (Chestnut Pond)
Rowell Branch
Royal Mill Branch
Run Branch
Run Branch
Russells Creek
Ryan Creek
Salt Marsh Ditch
Salters Lake
Sand Hill Creek
Sand Hill Creek
Sandy
Sandy
Sandy
Sandy
Sandy
Sandy
Sandy
Sandy
Sandy
Sandy
Branch
Creek
Creek
Creek
Creek
Creek
Run
Run
Run
Run Swamp
Sawyer Branch
Sawyer Creek
Schoolhouse Branch
Scotchman Creek
Scott Branch
Scrub Creek
Scrub Creek
Second Silver Run
Service Creek (Servis Creek)
Sevenmile Swamp
Shaddox Creek
Shade Branch
Shaken Creek
Shelbed Creek
Shelter Swamp Creek
Shinn Creek
Sikes Mill Run
Sills Creek
Silver Lake
Silver Run
Silver Stream Branch
Simlin Creek
Simmons Branch
Simmons Branch
Simon Branch
Singletary Lake
Sings Creek
Six Runs Creek
Six Runs Creek
Skipper Hill Branch
Skunk Creek
Slash Branch
CPF19
CPF17
CPF19
CPF13
CPF21
CPF17
CPF02
CPF20
CPF16
CPF23
CPF17
CPF12
CPF05
CPF09
CPF09
CPF09
CPF18
CPF09
CPF21
CPF21
CPF23
CPF21
CPF22
CPF13
CPF10
CPF17
CPF02
CPF02
CPF13
CPF02
CPF19
CPF07
CPF19
CPF23
CPF17
CPF23
CPF24
CPF19
CPF22
CPF17
CPF14
CPF17
CPF10
CPF08
CPFOB
CPF17
CPF20
CPF10
CPF19
CPF19
CPF17
CPF11
CPF14
18-68-2-8
18-77-1-1-1
18-68-1-10-4
18-20-6-2-1
18-74-6-2
18-81-5
16-11-14-2-3
18-68-22-1-2-1-1
18-44-4
18-74-42-1
18-83
17-43-16-1
16-41-1-11
17-16-(1)
17-16-(3.5)
17-16-(4)
18-68-12-6
17-18-1
18-74-6.5
18-74-14
18-74-33-2
18-74-13-1
18-74-29-5
18-20-13-8
17-28.3
18-64-4
16-18-4.5-(1)
16-18-4.5-(2)
18-20-33-1
16-15
18-68-1-3
16-43
18-68-2-11-1
18-74-33-4
18-88-4
18-74-33-2-2
18-87-25
18-68-2-10-4
18-74-29-4
18-82-1
18-23-13-2
18-76-1-1
17-26-7
17-10-(1)
17-10-(2)
18-64-8
18-68-17-5-1
17-26-5-5-1
18-68-2-(0.3)
18-68-2-(11.5)
18-66-6-2
17-40-1
18-23-16-6-1
H25NE3
J26SEB
G25SE7
F22SW2
G27NW5
K26NW9
C19SE8
J25NE6
I24NW6
I27SE8
K27SW1
E21NW9
C23SW8
D20NW9
E2ONW2
E2ONW2
H24NW3
E20NW6
G27NW9
G27SE1
I28NE7
G27SE3
I27NW4
F22SE3
F2ONE6
J26SW7
C21NE8
C21NE8
F23SE3
C21SW2
G25NW5
E22NE9
H26SW4
I28SW5
L27NW7
I28SE2
K27NE5
H26NW9
I26NE5
K27NW9
G21NE8
K27NW5
F2ONE7
D19SE2
D19SE2
J25SE6
I25SW1
F20SW2
G25NE9
H26SW1
J26SW6
F22NW2
F22SW7
C;Sw
C;Sw
C;Sw
C
C;Sw
C;Sw
WS-V;NSW
C;Sw
C
C;Sw
C;Sw
C
WS-V;NSW
WS-III
WS-III; CA
C
C;Sw
C
C;Sw
C;Sw
C;Sw
C;Sw
C;Sw
C
C;HQW
C;Sw
WS-II;HQW,NSW
WS-II;HQW,NSW,CA
WS-IV
WS-V;NSW
C;SW
WS-IV
C;Sw
C;Sw
SA;HQW
C;Sw
SA;HQW
C;Sw
C;Sw
C;Sw
WS-III
C;Sw
C
WS-IV:*
WS-IV;CA:*
C;Sw
B;Sw
WS-III
C;Sw
C;Sw,ORW:+
C;Sw
C
WS-III
Page 25 of 31
2011-05-28 07:22:28

Eli
A
IMP
INII
MEI
Apri127, 2011
North Carolina Department of Environment and Natural Resources
NPDES Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Mr. David Matthews
S&ME
APR 2 9 2011
DENR-WATER QUALITY
POINT SOURCE BRANCH
Reference: Butterball Feedmill Expansion
Boiler Slowdown General Permit Coverage Application
S&ME Project No. 1356-11-007
Dear Mr. Matthews:
S&ME, Inc. (S&ME) is pleased to present the attached application for Boiler Blowdown
Discharge coverage under general permit NCG50. S&ME has been retained by
Butterball to provide consulting services and to prepare the attached Notice of Intent and
associated documents for the boiler blowdown discharges.
The existing facility is being expanded to produce pelletized feed for poultry farms. As
currently understood by S&ME, these discharges are regulated under the NCDENR
Division of Water Quality General Permit No. NCG50. Boiler blowdown discharges will
be discharged cyclically as a part of routine processes for the Butterball facility. The
discharge is estimated to be released at a rate of 4,560 gallons per day. This discharge
will be conveyed through a stormwater ditch to an existing dry detention basin. From
there flows discharge to the north side of the CSX railroad and continue to the west to
ultimately discharge into Six Runs Creek (see Figure 1 and included site drawings
prepared by the site designer WL Port -Land Systems). Based on USGS low flow studies,
the 7Q10 flow for Six Runs Creek is 0.2 cfs.
Feedwater treatment consists of two products, SELoxy 628 and SELplus 732M, both
products from Southeastern Laboratories, Inc. MSDS sheets have been included in
Appendix I along with daily system balance projections and completed BioCide 101
forms. Neither product has been assessed for LC50 or EC50 values by Southeastern
nip Laboratories as the products are not labeled as biocides.
A connection to POTW is not possible for discharge as there is no sanitary sewer service
■* provided to this portion of Sampson County. Furthermore, existing soils on the site had
S&ME, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273-5560 / p 704.523.4726 f 704.525.3953 / www.smeinc.com

rsr
Boiler Blowdown General Permit Coverage Application S&ME Project No.: 1356-11-007
Butterball Feedmill Expansion, Turkey, North Carolina April 27, 2011
previously been overlaid with 3 to 5 feet of fill, preventing the possible discharge of a
wastewater stream of this magnitude to a conventional subsurface system. S&ME
prepared a present value cost estimate for a spray irrigation disposal system which is
provided in Appendix II.
A copy of the executed AS-071 contract and associated Scope of Services has been
provided in Appendix III serving as authorization for S&ME to prepare this Notice of
Intent. Also enclosed is a check in the amount if $100 for the permit fee. Please feel free
to contact S&ME at [phone] if you have any questions or concerns about the
attached model data.
Sincerely,
S&ME, Inc.
ua M. Bell, P.E.
M. Bell, P.E. Jadk J. Amar
Project Engineer
Senior Vice President

ATI
NCDENR
VORM CM101.1.4 MERU:T..Y. OF
fNV VtpHM.JR MD NRUIN. tb_90'J.1:F
Division of Water Quality / Water Quality Section
National Pollutant Discharge Elimination System
NCG500000
FOR AGENCY USE ONLY
Date Received
Year
)o1]
Month
04
Day
Certificate of
Coverae
NICIGL-I lo I(orslz
check N Amount
O/
Permit Assigned to
Joe -COP Ar0i)
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG500000: Non -contact cooling water, boiler blowdown, cooling tower blowdown, condensate, and
similar point source discharges
(Please print or type)
1) Mailing address. of owner/operator:
Company Name
Owner Name
Street Address
City
Telephone No.
Butterball, LLC
Lankford Ruffin
One Butterball Lane (P.O. Box 2389)
Garner
919 255-7989
* Address to which all permit correspondence will be mailed
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
Butterball Feed Mill
State NC ZIP Code 27529
Fax: [phone]
Lorenz Falls
5604 Turkey Highway
Turkey
Sampson
State NC ZIP Code 28393
919 778-3130
Fax:
3) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers,
and distance and direction from a roadway intersection). Turkey Hwy (NC 24) approx.
3000 ft. NW of intersection with Rowan Road.
(A copy of a county map or USGS quad sheet with facility clearly located on the map is required to be submitted with this application)
4) This NPDES permit application applies to which of the following :
El New or Proposed
El Modification
Please describe the modification:
❑ Renewal
Please specify existing permit number and original issue date:
1212@ENMB
APR 29 2011
DENR-WATER QUALITY
rOINT 80,..fiRCE BRANCH
5) Does this facility have any other NPDES permits?
® No
❑ Yes
MIER
If yes, list the permit numbers for all current NPDES permits for this facility:
6) What is the nature of the business applying for this permit? Feedmill for poultry
farm facilities.
Page 1 of 4
04/05

war
property):
c) What type of wastewater is discharged? Indicate which discharge points, if more than one.
❑ Non -contact cooling water Discharge point(s) #:
•1, in Boiler Blowdown Discharge point(s) #:
1
❑ Cooling Tower Blowdown Discharge point(s) #:
❑ Condensate Discharge point(s) #:
MR ❑ Other Discharge point(s) #:
(Please describe "Other")
d) Volume of discharge per each discharge point (in GPD):
#1: 4,560 #2: #3: #4
e) Please describe the type of process (i.e., compressor, A/C unit, chiller, boiler, etc.) the wastewater is
being discharged from, per each separate discharge point (if applicable, use separate sheet):
`R Boiler blowdown from pelletized feed processing
NCG500000 N.O.I.
7) Description of Discharge:
a) Is the discharge directly to the receiving water? 0 Yes E No
If no, submit a site map with the pathway to the potential receiving waters clearly marked. This
includes tracing the pathway of the storm sewer to the discharge point, if the storm sewer is the only
viable means of discharge.
b) Number of discharge points (ditches, pipes, channels, etc. that convey wastewater from the
Wastewater discharges with the stormwater.
8) Please check the type of chemical added to the wastewater for treatment , per each separate discharge
mu point (if applicable, use separate sheet):
❑ Biocides Name: Manuf.:
El Corrosion inhibitors Name: SELoxy 678 Manuf.: Southeastern Lab, Inc .
❑ Chlorine Name: Manuf.:
❑ Algaecide Name: Manuf.:
N Other Name: SELplus 732M Manuf.: Southeastern Lab, Inc.
1.5
❑ None
9) If any box in item (8) above, other than none, was checked, a completed Biocide 101 Form and
manufacturers' information on the additive is required to be submitted with the application for the
Division's review.
10) Is there any type of treatment being provided to the wastewater before discharge (i.e., retention ponds,
settling ponds, etc.)? ❑ Yes KI No
If yes, please include design specifics (i.e., design volume, retention time, surface area, etc.) with
submittal package. Existing treatment facilities should be described in detail. Design criteria and
operational data (including calculations) should be provided to ensure that the facility can comply with the
requirements of the General Permit. The treatment shall be sufficient to meet the limits set by the
general permits.
Note: Construction of any wastewater treatment facilities requires submission of three (3) sets
of plans and specifications along with the application. Design of treatment facilities
must comply with the requirements of 15A NCAC 2H .0138. If construction applies to
this discharge, include the three sets of plans and specifications with this application.
"'1 Page 2 of 4 04/05

NCG500000 N.O.I.
11) Discharge Frequency:
a) The discharge is: ❑ Continuous
In Intermittent ❑ Seasonalo
i) If the discharge is intermittent, describe when the discharge will occur:
The system will be operated 6 days per week.
ii) If seasonal check the month(s) the discharge occurs: ❑ Jan. ❑ Feb. ❑ Mar. ❑ Apr.
❑ May ❑ Jun. ❑ Jul. ❑ Aug. ❑ Sept. ❑ Oct. ❑ Nov. ❑ Dec.
b) How many days per week is there a discharge? 6
c) Please check the days discharge occurs:
IN Sat. ❑ Sun. ® Mon. IN Tue. ►i Wed. ® Thu. ® Fri.
12) Pollutants:
Please List any known pollutants that are present in the discharge, per each separate discharge point (if
"R applicable, use separate sheet):
13) Receiving waters:
a) What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility
wastewater discharges end up in? If the site wastewater discharges to a separate storm sewer
system (4S), name the operator of the 4S (e.g. City of Raleigh). Six Runs Creek
b) Stream Classification: C
14) Altematives to Direct Discharge:
Address the feasibility of implementing each of the following non -discharge altematives
a) Connection to a Municipal or Regional Sewer Collection System
b) Subsurface disposal (including nitrification field, infiltration gallery, injection wells, etc.)
c) Spray irrigation
The alternatives to discharge analysis should include boring logs and/or other information indicating that
a subsurface system is neither feasible nor practical as well as written confirmation indicating that
connection to a POTW is not an option. It should also include a present value of costs analysis as
outlined in the Division's "Guidance For the Evaluation of Wastewater Disposal Altematives`.
15) Additional Application Requirements:
For new or proposed discharges, the following information must be included in triplicate with this
application or it will be returned as incomplete.
a) 7.5 minute series USGS topographic map (or a photocopied portion thereof) with discharge location
clearly indicated.
b) Site map, if the discharge is not directly to a stream, the pathway to the receiving stream must be
clearly indicated. This includes tracing the pathway of a storm sewer to its discharge point.
c) If this application is being submitted by a consulting engineer (or engineering firm), include
documentation from the applicant showing that the engineer (Or firm) submitting the application has
been designated an authorized Representative of the applicant.
d) Final plans for the treatment system (if applicable). The plans must be signed and sealed by a North
Carolina registered Professional Engineer and stamped -"Final Design -Not released for construction".
fa" Page 3 of 4 04/05

PaNNI
MEM
NCG500000 N.O.I.
e) Final specifications for all major treatment components (if applicable). The specifications must be
signed and sealed by a North Carolina registered Professional Engineer and shall include a narrative
description of the treatment system to be constructed.
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing: )17.:>544cA.P+ h'\ • jSti�.ti,.
Title: .cseJR.er +t—a(I � -
t1 (2.(5‘ ?�o�
n
e
(Sigtxatufe of Applicant) (Datei gd )
North Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any
application, record, report, plan or other document filed or required to be maintained under Article 21
or regulations of the Environmental Management Commission implementing that Article, or who
falsifies, tampers with or knowingly renders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by
a fine not to exceed $25,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more
^ than 5 years, or both, for a similar offense.)
11.111.1,
WWI
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Mail three (3) copies of the entire package to:
NPDES Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Final Checklist
This application will be returned as incomplete unless all of the following items have been
included:
C'Check for $100 made payable to NCDENR
0/3 copies of county map or USGS quad sheet with location of facility clearly marked on map
tZ(3 copies of this completed application and all supporting documents
N[ps3 sets of plans and specifications signed and sealed by a North Carolina P.E.
horough responses to items 1-7 on this application
L� Alternatives analysis including present value of costs for all alternatives
Note
The submission of this document does not guarantee the issuance of an NPDES permit
Page 4 of 4 04/05

1 1 1
1
1
• ' -
." .• •
46' • 1.
•-••••••••
REFERENCE:
STREET AND TAX PARCEL GIS DATA WERE OBTAINED FROM SAMPSON COUNTY. DIGITAL USGS QUAD SHEET DATA WAS OBTAINED FROM THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION. PLEASE NOTE THIS DATA IS FOR INFORMATIONAL PURPOSES ONLY. IT IS NOT MEANT FOR DESIGN. LEGAL OR ANY OTHER
USES. THERE ARE NO GUARANTEES ABOUT ITS ACCURACY. S&ME, INC. ASSUMES NO RESPONSIBIUTY FOR ANY DECISION MADE OR ANY ACTIONS TAKEN BY
THE USER BASED UPON INFORMATION OBTAINED FROM THE ABOVE DATA.
MAU.—
,..1.!! • -41.ki—
A dit
a •
4
•
44'
‘,*
Pfr, I
) / • ,....r,f r.
i Equipm
/ BUTTERBALL
FEEDMILL
ii-, EXPANSION , 4
, -----.„ • ot.t7c444.,/ i;.,...
,..,.._
(
-17:1
—7,41fV
st-
SCALE:
1" = 1,000'
PROJECT NO:
DATE:
04/27/11
DRAWN BY:
CXR
JMB
S&ME
WWW.SMEINC.COM
---. •
..--"
BUTTERBALL FEEDMILL
EXPANSION PROJECT
SAMPSON COUNTY
NORTH CAROLINA
2,000
Feet
FIGURE NO.
1
•

\
\
\
OM
RISER STRUCTURE
TRACK CAPACITY
TRACK
EFFECTIVE
CAPACITY
LENGTH
(62' CARS)
T-1
2120'
34
T-2
1667'
26
T-3
310'
5
T-4
2043'
32
T-5
2047'
32
T-6
1240'
20
PERYANBA
TELEPHOIE
PARKING
(20) CARS
TRACK T-2
UQUI0 RAIL
REC. BLOB.
JIMMY LEE SASSER PROPERTY
DEED BOOK 1320
PAGE 220 & 223
IA.00
,a.d5.7s
LIVE HAUL & UTTER'`1
-ter- TRUCK PARKING
(28) SPACES
4::4":41:.:::z..Vit.,11\..‹..TURNING RAO..
N OV MOUND ME11
NEW BOILER
SOLOING
C-Iffig-tiALO sd
NEW 12'd
ORAIN BIN
IN00
'.#,adN.--"'Nn„
ALLEN CANNING
COMPANY PROPERTY
DEED BOOK 1107
PAGE 230 2ND TRACT
TRACK T-6
r GAS UNE
TRACK T-1
TRACK T-4
TRACK T-5
IS (-T'� Ia T P40PE4TY [r Va PDgi fl
1 ,L' yM Ca41NS PRDPa
41 111 IN 0 I21AL OLaCLQKd R N
Issum IN L'QP a rN4 eNWRCEAUA
1'�OR 1 o G�v �•iaw'C�oPaiylvtM1 1
01
[MUM PR01 VL IFO'�i a�Naalstlt �R 2100
ENS INC
FOR
PERMIT
REVIEW
E
D
2/28/11
0iSR6EC11Dt1 STATION ADDED
1l/02/2010 LIF I PA#RA Al NBL R11IE AT Bd' (NOW 45)
AND 1ITIFR PAS. LOT 0NRGNCT I0
C i0/28/TOIO AOGED ADD100NA1 TRUCK & VEHICtE PARKING
B 10/I /2*IaDP0A7i0 WIN LATEST RASE DWG
AH
002/AN
DTZ
0T2
REV
DATE
DESCR4PT100
BY
APPV'D.
BUTTERBALL, LLC
TURKEY, N.C.
FEED MILL EXPANSION
SITE PLAN
tomWL PORT —LAND
Ia.J
SYSTEMS, INC.
PITTSBURGH, PA 15334
DRAW ], CATS & AL&
10/11/2010 1"=100'
DRAWN 0t
DTZ
C1CC60 R 1.14.AOVEP
10042-A02

SILT FENCE (TYP.)
/
,, c
NCE
TY
GRADING & EROSION CONTROL
/
r'- — ___,.=-----�r
\
r
N�pR�
SILT F
\
\ /N4fT ,0
RoT£C�oN pHQRS
(47, RCTF r p
oL r PiNetil.. VI.ti p`
To w
TDS
—x—x—
• s•s
LEGEND
LIMITS OF DISTURBANCE
TEMPORARY DIVERSION SWALE
SILT FENCE
CHECK DAM
HORSESHOE INLET PROTECTION
INLET PROTECTION
9.
1
DATE: 12/OR/IO
DRAWN: RWB
SHEET:
ALL CONSTRUCTION SHALL BE TO CSX STANDARDS
ALLEN CANNING CO.
PIN #: 243418E78R
TOTAL DISTURBED AREA = 31 AC
W 57 0 SPY
SCALE: 1'. SD'
C103

User Name and Location Information
User Name:
Community Name
Community Zip code:
Local Sales Tax:
Expected Electric Rate:
Reference City
13tiiteltialf�� � "`
T..•K�;n<yt
MA3 •
ti... _ _1
required input
optional input
optional input
Enter as %, enter "0" for exempt
per kW-hr (do not include demand charge)
Customary Contractor Charges for Overhead and Profit
For Materials:
Default Value (%)
20
User Input Value
Enter as Percent
For Equipment and Labor:
20
Enter as Percent
MWERF
Water Environment Research Foundation
Collaboration. Innovation. Results.
Introductory Sheet and Location Information
The primary purpose of this page is to allow the user to identify the location of the small community. The zip code is used
to determine the location factors that indicate the local cost of labor, materials, and overhead as compared to the
national average. Location factors are published each year by the R.S. Means Company, Inc. The data used by this model
are from the 2009 RSMeans Building Construction Cost Data, 67th Annual Edition. The authors of this model have
permission from the publisher to use this information.
PM, The next step is to develop an estimation of the average daily wastewater volume and the number of connections to the
proposed wastewater management system. Click on the next page button when ready to proceed.

Inventory of Wastewater Sources
Number of Estimated Daily
Residential Wastewater
Residential Units Units Volume (gpd)
Number of 2 to 3 bedroom homes
Number of homes > 3 bedroom
0
Number of
Units Units
�0
•
;0
Number 1 bedroom apartments
Number of 2 to 3 bedroom apartments
Number of apartments > 3 bedroom
Facilities
(o°
(0
0
Number of
Facilities
Estimated Daily
Wastewater
Volume (gpd)
Institutional Facilities
Assembly hall
Seat
0
0
o
Hospital, medical
0
beds
employees
0
a
0 .
;o
Hospital, mental
Beds
employees
10-'
l}Ar. M.--
;u
Prison
Inmates
employees
0.
. 0
Rest home
Residents
employees
;a.
0
Church with kitchen
seats
0
'-= 0
Children's camp w/central toilet/bath
persons
;g
Day camp with meals
persons
Day camp, without meals
persons
0
lrry-w_rr-...awwr.
.:�
Schools w/cafeteria,gym,showers
student
0
Schools with cafeteria only
students
_
U.
Schools w/o cafeteria, gym, or showers
students
,.
Schools, boarding
students
...................
{o_
Public lavatory
users
visitor center
visitors
(o'
Fairground
visitors
,;0
Commercial Facilities
Grocery stores
Barber shops
per 100 ft2
employees
chairs
0
0

Beauty parlor
Laundry (self-service)
Full service restaurant
chairs
machines
customers
1• _., • •,,_ 0.,
• _
,,•
Cafeteria
- .
customers
employees
WPMIKIll.1 -,.•••••c --,44••,•
..-
1
(0'
Coffee Shop
customers
employees
I 6
WWI/ I A WV I., 11 1161.1.•.11.•1010,
• I!
Dining hall
Meals served
‘..0
Short order
customers
‘,.
" _
Bars
customers
employees
, .
•
0
..,..
Cocktail lounge
seats
,.
Yi
,_.,
Hotel
_
guests
employees
19,
5
0
Boarding house
persons
-..---,
(a
Dormitory/bunkhouse
.
_ -
persons
. -
A
Department store
• .
: '
,
no, of restrooms
employees
------ ..........MY—••••••----
ii
Shopping center
, . .
• -
employees
Parking spaces
, t)
11•1•1!../
. -
,0
Theater
seats
•
:0
Bowling alley
.
'
alleys
. . ;0..
Office Building
employees
•
Luxury camp, private bath'
persons
, le'
Trailer camp
trailers
-._. -.... -...r
ij•
Campground -developed
persons
Country club
guests
employees
.• • tio,
Cabin, resort
persons
ID'
.,.
Apartment, resort
persons
Pioneer camp
persons
Jr...110 111.•••0•11.01
i.,
Picnic park, flush toilets
visitors
. .
.
-
Store, resort
customers
employees
• ;
,.....
.
Swimming pool
customers
employees
1L71
..
Industrial Facilities

Automobile service station
r,
vehicles served
employees
i
C3
i`
i ti10.
0
Industrial building(sanitary only)P
9( rY
_,N:.<; c;,
��2..��
employees
0
Industrial per discharged process waterda g y;4'1
Typein gallons per day in box J77
.._
4560
Number of Connections
S�
Estimated Total
Wastewater Volume per
Day (gpd)
b
1:
'=
mr {
4560
Table is based on U.S. EPA. 2002. Onsite Wastewater Treatment Systems Manual, EPA/625/R-00/008, National Risk
Management Research Laboratory, Cincinnati, Ohio.

1 1 1 1 1 1 1 1
1 1 1
1 # 1
'Area Soil Information:
'This worksheet provides an estimation of the land area required for various soil -
based dispersal methods. In cell F20, enter the number of the soil type
(Column G) that best describes the soil in the proposed land application
area. This is only a planning tool, applications areas must be evaluated by a
qualified soils professional.
'This worksheet takes the calculated wastewater volume and the selected soil
type to estimate the area of land required. The area required for trenches
assumes a three-foot wide trench that has a maximum length of 100 feet, and 6
feet of non -disturbed soil between trenches. For Low Pressure Pipe, Subsurface
Drip Irrigation, and Spray Irrigation, the area is the actual wetted area.
The application area estimated by this worksheet does not take into account any
reserve area that might be required by local regulations.
Name:
Location:
Daily Wastewater Volume (gpd):
Number of Connections:
Enter the Number beside the Selected Soil Type:
Butterball
Turkey, NC
4,560
1
Soil Texture
Loading Rates by Dispersal Technology (gallon per day per ft2)
1 Sand
2 Loamy Sand
3 Fine Sand
4 Loamy Fine Sand
5 Very Fine Sand.
6 Loamy Very Fine Sand
7 Sandy Loam
8 Loam
9 Silt Loam
10 Sandy Clay Loam
11 Clay Loam
12 Silty Clay Loam
13 Sandy Clay
14 Clay.
16 Silty Clay
Subsurface Drip
Irrigation
0.8
0.8
0.8
0.8
0.8
0.8
0.5
0.5
0.5
0.15
0.3
0.3
0.1
0.1
0.1
Low Pressure
Distribution
0.40
0.38
0.38
0.38
0.38
0.38
0.35
0.35
0.30
0.20
0.20
0.15
0.05
0.05
0.05
Gravity Trenches and
Beds'
0.91
0.79
0.79
0.79
0.79
0.79
0.60
0.60
0.50
0.45
0.40
0.36
0.35
0.34
0.30
Spray Irrigation
0.2
0.19
0.19
0.19
0.19
0.19
0.175
0.175
0.15
0.1
0.1
0.075
0.025
0.025
0.025
'Infiltrative surface loading rate
Selected Soil Texture
Estimated Land Area Needed for Effluent Dispersal (acres)
Loading Rate Disclaimer - These are not design values
These application area calculations are very rough estimates. Sandy soils (top of the list) and clay soils
(bottom of the list) are the most difficult to provide an estimated loading rate. The loading rates used for
this calculation are given in the above table. These values may not accurately reflect an actual loading
rate at your location or for the dispersal technology you select.

! 1 1 1 1 1 1 1 I 1 1 1 1
Name: Butterball
Location: Turkey, NC
Daily Wastewater Volume (gpd): 4,560
Number of Connections: 1
Selected Soil Texture: Silty Clay Loam
Cost Description
Installation Cost of
Dispersal/Disposal System
Installation Cost of
Dispersal/Disposal System on a per
Connection Basis
System Energy Cost per Year
Maintenance Cost per Year
A
roximate Area Needed
Potential Treatment needed before
Dispersal
Gravity Trenches/Beds
,.$39,513: to :S59;269
Dispersal/Disposal Technologies:
The sizing of soil -based wastewater application systems is dependent on knowing how the soil will
treat and move the water. A professional soil evaluator is needed to determine a reasonable loading
rate. For the purpose of this planning tool, a loading rate has been estimated based on the soil
texture that was selected on the Soil Type & Application Rotes Worksheet. These numbers are not
absolutes - These numbers could be plus/minus 100%. If the original loading rate estimation was 0.2 5
gallon per day per square foot and an evaluator determined the loading rate to by 0.15 gallon per day
per square foot, then the application area will double in size.
Low Pressure Distribution
Subsurface Drip Irrigation
586;394_ :S129.,591_: _S2$;191,.,to.54L,ZF37;_
to
4,254
The area requirements for the various application methods do not include reserve area which may be, required by local regulations
Treatment - Wastewater Constituents that may be Limited by Permit or by Technology
1 Solids separation - primary treatment
2 Oxygen Demand - reduction of dissolved biodegradable organic compounds
3 Disinfection - reduction of indicator organisms
4 Ammonia Limit - Surface water discharges are usually ammonia limited
5 Nitrate Limit - nitrate can be toxic in drinking water and cause eutrophication in surface waters
6 Phosphate Limit - phosphate can cause eutrophication in surface waters
Spray Irrigation
• 583•i75 to • S•124.762
Surface Water Discharge
Cost of fleveloping a Point
:;curce Discharge is too
Dependent on Local Conditions

Spray Irrigation Costing Information
Item
Default Unit Location Factor User Provided
Cost Unit Cost Unit Cost
Materials
Pump
$730.00 $738.03
;.
Pump Tank ($ per gallon)
$1.46 $1.48
Pump Control Panel ($ per pump)
$1,044.00 $1,055.48
Pump Vault or Pump Screen
$188.00 $190.07
Spray Heads ($ per head)
$52.50 $53.08
Fittings (1 set per sprayer)
$26.50 $26.79
Fence (per foot of length)
$12.00 $12.13
3" Sch 40 PVC
$1.35 $1.36
2" Sch 40 PVC
$0.61 $0.62
Index Valves:
$157.00 $158.73
Diaphragm Valves:
$105.00 $106.16
3" PVC ball Valve:
$155.00 $156.71
2" PVC Ball Valve:
$76.00 $76.84
1.5" PVC Ball Valve:
$59.00 $59.65
Installation
Pump Tank Excavation and Installation (based
on $ per gallon)
$1.80 $0.94
Trenching, Pipe Placement, Riser & Sprayer
Installation ($ per foot of pipe)
$5.38 $2.80
Control System Installation - estimated to be
one hour per pump plus one hour per zone ($
per hour)
$117.00 $60.96
Excavation of Rainy Season Storage
($ per cubic foot)
10.75 $5.60
Rainy Weather Storage
Assumption: The Rainy Season storage is equivalent to 30 days of design
To change the default value (30), enter a new Multiplier:
flow.
Pump Tank Volume Information
Assumption: volume is 1 (default value) times the daily flow (in gallons)
then converted to cubic feet
To change the default value (1), enter a new multiplier:

Technology: Spray
Assumptions:
Flow:
gpd Soil:
gpd/ft2
1$0f-
0.08
Absorption Field Design:
Cost
Field Area Required:
'6t 800;;
ft2
Sprayer Pressure:
40
psi
Est. Spray Heads (pop-up)
, „t . �'j8`
Zone Flow Limit:
, , •• 2.
gpm
Sprayer Flow Rate:
;.5
gpm
# of Zones
,:: 4 •12-
Sprayer Radius:
'50
ft
Sprayers/Zone:
6- `, ::'4
Sprayer Area:
; 7850
ft2
Pump Flow Rate:
.„•' '.20
gpm
Pump System Design:
Actual Sprayers:
_ `
Notes Unit Cost
Pump Tank Volume:''"`'''`'''',
, z•
Pump Tank
,$4'.`!, .. 1.48f
$ 6,7.30.83
Pump Flow Rate per Zone:
;;` 2000
gpm
Pump Pressure:.
200.00
ft
Number of Pumps:
2
$ `.'.: .738.03
_ 1.476.0E
Pump Vault
s r 2
$ 190,07.
380.14
Pump Control Panel:
$1000 per pump
$":-:: 41,055.48
per pump
2,110 97
Rainy Day Storage
b Y,.136 SQO'r
gal
$',;J; k" 5;60
per ft3
,b 51;215 41
Control System Installation:
, 4 4'
# of pumps + # zones
S , ;6119.6,:
243.83
Pump & Tank Installation:
$ a0;9.A`=.
4 276 37
Lateral System:
Sprayers
'8.
ea
S ` • 53.08
424.62
Fittings
8
sets
1 set/sprayer
$ 26 79
214.33
Fence:
986
ft
S 12 .
S 11..96587
3" Sch 40 PVC
:.0
ft
.3 .. 3c
2" Sch 40 PVC
;if
ft
S 0.62,-
283 69
Lateral Installation:
1 Y 'PP
equip & labor
$ .s; 2 80.
:h 1.289.3(
Pumps to Laterals:
Index Valves:
':'0
ea
c 158.73
S -
Diaphragm Valves:
2
ea
c 106.16
S 212.31
3" PVC ball Valve:
0
ea
. 156.7"
S -
2" PVC Ball Valve:
2
ea
$ " :' ` 76.84'
$ 153.67
$ 168.00
1.5" PVC Ball Valve:
3
ea
$ :' _ 56.00`
3" Sch 40 PVC:
0
ft
S ' 1.36
S
2" Sch 40 PVC:
46
ft
S 0.62
S .28:37
Pipe Installation:
46
ft
equip & labor
$ • 2.80
S 128.9='•
Technology: Spray
Flow: 4,560 gpd

Materials:
Cost of Materials:
20°/0 P&O for Materials:
Sales Tax on Materials:
Total Materials:
Labor & Equipment:
Cost of Labor & Equipment:
20% P&O for Labor & Equipment:
Total Labor & Equipment:
Professional Services Fees:
Energy Costs:
Capital Costs:
Electrical Cost
Pump Power:
Pump Run Time:
Panel Power:
Annual Electric Cost:
Life Cycle Costs:
Annual Maintenance:
Annualized Pump Replacement:
Annualized Controls Replacement:
Replace 25% of Sprayers/Yr:
Total Annualized Maintenance:
System Life (years):
Life Cycle Present Value:
8.50%
$/kW•h
hp
hr/d
kW
(7 yr cycle)
(20 yr cycle)
(assumes continuous power draw)
Inflation Rate (%):
Discount Rate (%):
Salvage Value:
Depreciation:
3%
5°ia
none
none::`ea

Technology: Spray
4,560 gpd
System Life (years)
Construction and Installation Costs
Annual Energy Costs
Annual Maintenance Ccst
Discount Factor (as percent)
. Inflation. Rate'•(as,percent)
L)r7j°e'43W ut1Llicai
100
60
s. :' 103,969.29
$ 227.50
2,597.14
5.0%
3 .056
edi
Txf
"<'20 8.7k
Year
Annualized Costs
Periodic Costs
Total Cost in
Year Zero
Sum Cost of Year
3L1111 l,USL Of
Year Adjusted
for Inflation
Present Value
of Cost of Year
Inflation
Factor
Discount
Factor
Energy
Maintenance
0
5 103.969 29
S 103,969.29
S 103,969.29
$ 103,969.29
1.000
1.000
1
S ,:` 227.59
$ 2,597114
2 824 72
S 2 909 47
"5 2 7:70 92
11.030
'1.7`
0 'A ''
2
$ '.227.59
$ 2,597.14'
2.82.4.72
$ . „. 2;9,96.75
:'$....2,718 14
1,061
0.9r7t151.:
3
$ - . 227 59,
$ 2 597.14
2 02472
$ 3,036.65
$ 2,6E6.37
1.093
0.864
4
$ 227 59
$ 2.597.14
2.824.72
5: .3,172.25
S . 2,615 58
1.126`
0 823
5
.. 227.59
$ 2 597..4
2"4..2
5 3 274.63..
9 2 565 76
1.159
.
0 784
6
227.59
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02';.72
5 3;372:87
8 2 515 09 .
i.19 4.
0.746 -.-;
7
$ 227.59
$ .2,5971:14
52,i.7:
$ ..3474..06
:S, ..'2,468 95
1.230 '
0 711':
8
$ ' 727.59
$ 2;597:14
$ 2 824.72
$,. 3,578.28
'$. 2,42,1:92
1.267
0.677 .1
9
S 22759
2,5971A,:
2.824.72
$ .3.685.63:-.5
`2,375'9
•. 1305
0645
10
S 227 59
6 2.597 14
2, 82 ; 0
$ 3 796.19
9 • 2:330 o:
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2,286 1
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32.172
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. 242 60
60
557
13
22759
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19.-20
2,1990<
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4 4CC:63
, - .4:532.85
2,:15/ 98
$ 2.116 67
LA?'P;-
,1;513, ,
0 505
0 4.51 fi
55_.
15
S ' 227.59
5 2 597 141
2 824 7.
1:553
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16
$ 2275"_(
.2.59 .',4'
... -
- - . 2824.72
17
S - 227 59
8 2.597:14
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., 2 _ _ _
8:53
18
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$ 2,597 14
2 ,_'22,..,' -:808 p
, 72 953.17
c 1 . ,
5, 1 .96,0
1.:'02
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19
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S _ 227.59'
$ 2,59714
2824.'.'
'.; . 7 82472
., 5.10177
5 { '..
$ I922.80
$ '1882
`.1.806
0317 ,'
21
$ ' - , 227.59
$ 2,597'14
2.8' _
::::;
J .
.....
:_. 12,
2221
_
25
5-.-. .227.5c,
$ 2:59,7 14
•
C,2 r_
J 5 914 35 .-
5 6 55 , 8 4 26
$ E 274 53' ' 1,080 62
1
1
0 .51
0.268 •
26
'S' 227.59
$ : 2.597.-114
82.: 711
2,824 72
27
S 277.59
. '
S ? r,9 5,14
28
S 27.59
2:597 14
. • 2
.. e,462 .77T 1 64 61
,' 288
) 255
29
S 227 59
$ 2897.'4
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Col
n
March 3, 2011
WL Port -Land Systems, Inc.
305 Mt. Lebanon Blvd., Suite 400
Pittsburgh, PA 15234
Attention:
Reference:
Mr. Bruce Mandella, P.E.
Proposal for Engineering Services
Butterball Facility
Turkey, North Carolina
S&ME Proposal No. 1356-23951-11
Dear Mr. Mandella:
S&ME, Inc. (S&ME) is pleased to provide this scope of work and budget estimate to
provide engineering services for WL Port -Land Systems, lnc. (WL Port -Land) for
environmental permitting and wastewater treatment consulting services. The request for
this scope of work resulted from a phone conversation with Mr. Bruce Mandella of WL
Port -Land and Mr. Lankford Ruffin of Butterball on February 23, 201 1 with Joshua Bell
of S&ME. The proposed scope of work and budget estimate are summarized in the
remainder of this letter.
BACKGROUND
WL Port -Land is working with Butterball to expand the facilities in Turkey, North
Carolina. As part of this expansion, boiler blowdown discharges will be discharged
cyclically as a part of routine processes. As currently understood by S&ME, these
discharges are regulated under the North Carolina Department of Environment and
Natural Resources Division of Water Quality General Permit No. NCG500000.
Additionally, we understand this project is to provide technical assistance with
determining a permitting option for an approximate 1,800 gallon per day (gpd) flow of
wastewater generated by a proposed truck disinfectant truck wash. S&ME was requested
to provide consulting services and design for the General Permit application for the boiler
blowdown discharges and for assessing the onsite truck wash wastewater disposal
system.
SCOPE OF WORK
S&ME proposes to perform the following tasks to engineering services to WL Port -Land
for the Butterball facility:
S&ME, INC. / 9751 Southern Pine Boulevard / Charlotte, NC 28273-5560 / p 704.523.4726 ! 704.525.3953 / www.smeinc.com

ineerin Proposal for En • ices
p �� S&Oaroposal No.: 1356-23951-1.1
WI_ Port -Land Systems, ' erball Facility, Turkey, North Carolina March 3, 2011
Part 1- Boiler Blowdown General Permit Application
Boiler blowdown discharges will be discharged cyclically as a part of routine
processes for the Butterball facility. As currently understood by S&ME,'these
discharges are regulated under the NCDENR Division of Water Quality General
Permit No. NCG500000. S&ME proposes to prepare the Notice of Intent
permitapplication. form to be submitted to NCDENR. As part of this
appli?ation, S&ME will summarize the infbrnmation obtained from WL Port -
Land regarding the boiler blowdown distil arge and prepare figures to show the
location of the discharge, storm water controls on site, and downstream
receiving water bodies and their classifications.
Part 2 - Preliminary Wastewater System Evaluation
We understand the purpose of this project is also to provide technical assistance
with determining a permitting option for an approximate 1,800 gallon per day
(gpd) flow of wastewater generated by a proposed truck disinfectant truck wash.
The initial task will be to determine a regulatory accepted design flow and to
perform a preliminarily soil evaluation to determine the soil suitability of on -site
soil areas available for wastewater disposal. The preliminary soil evaluation
will be performed in regard to the permitting of on -site subsurface wastewater
treatment :and'd!sposal systems (septic systems) permitted by the North Carolina
Department of Environment and Natural Resources (NCDENR), Division of
Environmental Health (DEH) and / or the permitting of surface wastewater
systems permitted by the NCDENR, Division of Water Quality (DWQ). At this
time potential wastewater flow to the areas to be evaluated has been
preliminarily determined to be approximately 1,800 gpd. Also, a definitive
system type (permitted by the DEH or DWQ) has not been determined and will
be determined based on findings associated with the preliminary soil evaluation
and further discussion with each of the regulatory agencies.
Task 2.1
S&ME proposes to assist with determining the proper permitting agency based
on wastewater characteristics and proposed wastewater flow. Determination of
which agency would be issuing a permit for this type of system, DEH or DWQ,
will be obtained.
S&ME proposes to assist with determining the potential design flow in gpd
associated with the proposed wastewater disposal system. Establishing the
proper design flow up front will be critical to determining system types along
with determining the permitting process associated with proposed system type.
Receiving Countyand/or. State concurrence during Task 2.1 for design daily
flow will need to beobtained prior to proceeding with additional services
associated with Task 2.3.
Task 2.2
S&ME proposes to evaluate areas identified by Butterball Turkeys (less than 5
total acres) for the potential permitting of on -site subsurface or surface
2
PIM

Proposal for Engineering, es . SBMoposai No.:1356-23951.11
WL Port -Land Systems, Bu tall Facility, Turkey, North Carolina March 3, 2011
wastewater treatment and disposal systems using a phased approach. The
phases of this approach, which will be conducted in accordance with the "Laws
and Rules for Sewage Treatment and Disposal Systems (NC 15A NCAC 18A
.1900)", "Waste Not Discharged to Surface Waters (NC 15A NCAC 2T),
County Health Department guidelines, and current soil science practices and
technology, aredescribed in the following. sections.
Task 2 2.1— Preliminary Soil Scientist Evaluation
S&i $oil Scientists will conduct a site visit to evaluate soil conditions in the
identified areas to determine the feasibility of permitting of on -site surface or
subsurface wastewater treatment and disposal systems. Hand auger borings will:
be advanced at locations in the areas to be evaluated to provide the soil
scientists with sufficient information to evaluate the areas for on -site systems.
The hand auger borings will be evaluated for the following site specific
characteristics: texture; color; structure; soil depth; depth and thickness of any
restrictive horizon(s) if present; depth (if present) of a seasonal high water table;
and topography and landscape position. Hand auger borings will be located in
the field WWI a sub -meter GlpbalNosf ionipg System (C'PS). S&ME assumes
the Client will provide fbr utility dlearancc in the potential study areas.
Potential locations for the proposed on -site wastewater treatment and disposal
systems will be determined during Phase I.
Upon completion of the preliminary soil evaluation (Task 2.2.1), a map and
report of our findings will be prepared and submitted to the Client, and if
directed by the Client, the County Health Department and/or the NCDENR,
DEH and/or DWQ.
Task 2.2.2 — Site Visit with Regulatory Agencies
The County Health 'Department and/or NCDENR, DEH and/or DWQ will be
required to give the final approval for a proposed on -site subsurface or surface
wastewater treatment and disposal system location. As such, S&ME will meet
with the proper regulatory agency to verify the Preliminary Soil Scientist
Evaluation and to determine potential drainfield locations along with
determining a potential soil long term acceptance rate (LTAR) for the proposed
location/system. Preliminary regulatory concurrence will be sought at this point
and a determination of further evaluation for the permitting of the on -site
wastewater treatment and disposal system will be determined.
Part 3 - Future Wastewater System Design Scope
The scope andbudget estimate does not include septic system layouts,
applications to the county, D NQ or DEH, or further site meetings with agency
officials at this time. These services will be proposed on following the results
of the preliminary soils evaluation. Part 3 services will be determined upon
completion of Task 2.1 and 2.2. Additional services may include: Further Soils
Evaluation (if determined necessary during Task 2.2.2), proposed system
layouts, soil sampling to obtain soil chemical data, site loading capacity
3

Proposal for Engineering Oces S8,11oposal No.: 1356-23951-11
WL Pori -Land Systems, Butterball Facility, Turkey, North Carolina March 3, 2011
,■r
MIR
r
analysis, assessment of groundwater impact, engineering design by a
Professional Engineer of the proposed systems, etc.
EXCLUDED SERVICES
Without attempting to be a complete list of all services or potential services that will be
excluded from this proposal but can be performed by S&ME, the following services are
specifically excluded from this proposal:.
• Detailed soil evaluations of each area referenced;
• The scope does not constitute or imply approval for permit as required by the
local health department. Soil evaluations are done based on interpretations of the
rules governing wastewater treatment and disposal systems and are not guarantees
for system approval. The local health department, DWQ, or DEH will need to
evaluate and permit each individual system;
• The scope does not include septic system layouts, applications to the county,
DWQ or DEH, or further site meetings with agency officials at this time. These
services will be proposed on separately following the results of the preliminary
soils evaluation;
• Detailed survey of the area of concern, and;
• Associated permit fees.
If any of the above excluded services are required, please contact us so that we can
modify this proposal or prepare a proposal for additional services.
CLIENT RtESPON I BI Lit1 ES
W thpi attempting to be a complete list of all responsibilities that will be required of the
client to execute the Parts defined in this proposal, the following services are specifically
required of the client:
• The Client is responsible for locating all utilities (electric, gas, water, etc) before
the soil evaluation begins.
• Client will be responsible for providing a current base map for the evaluation.
Note: This proposal is solely intended for the Basic Services as described above in the
Scope of Services. The Scope of Services may not be modified or amended, unless the
�-► changes are first agreed to in writing by the Client and S&ME. Use of this proposal and
corresponding final report is limited to the above -referenced project and client. No other
use is authorized by S&ME, Inc.
4

rim
101
Proposal for Engineerin rices S8&1 'roposal No.: 1356-23951-11'
WL Port -Land Systems, Butterball Facility, Turkey, North Carolina March 3., 2011
BUDGET ESTIMATE
We estimate the following budget allowances for the above scope of services at a lump
sum cost:
Part 1 - Boiler Blowdown General Permit Application $3,000
Part 2 - Preliminary. Wastewater System. Evaluation $3,500
Part 3 - Future Wastewater System Design Scope
Total Feet $7,500
* .(Provided based on findings and the completion of Part 2)
rat
Upon completion of the work you will be invoiced only for those services actually
performed. Our estimate assumes that moderate to favorable conditions will be
encountered. If significantly different or adverse conditions are encountered, S&ME will
contact you concerning these conditions and discuss in detail any additional work that may
be necessary. S&ME will obtain written authorization prior to conducting any additional
work.
Rol
009
Any additional services outside of the proposed scope of services will be provided on a time
and expense basis according to the established fee schedule.
SCHsoUtE
Based upon staff availability, S&ME is prepared to initiate field activities within 5 to 7
business days upon receiving proper authorization. We anticipate the site visit and soil
evaluation will require approximately 1 business day to complete. The letter report can be
prepared within 3 to 5 business days from the date of completion of the site visit and soil
evaluation.
AUTHORIZATION
S&ME's signed Agreement for Services (Form Number AS-071) is attached and
incorporated as a part of this proposal. Please sign the last page of both copies of the
form, and return one copy to our office. Upon receipt of the signed agreement, we will
proceed with the performance of our services. Any changes or modifications to AS-071
or the proposal are required to be acknowledged by both parties initialing acceptance of
this proposal and agreement for services next to the change or modification. If you elect
to accept our proposal by issuing a purchase order, then please specifically reference this
proposal number and date. Your purchase order will be an acceptance of our Agreement for
Services and an authorization to proceed with theperformance of our services. The teims
and conditions included in any purchase order shall not apply, and are hereby specifically
rejected, as our agreement is for services which are not compatible with purchase order
agreements.
5

Proposal for Engineering` races S&K roposal No.: 1356-23951-11
WL Port -Land Systems; Butterball Facility, Turkey, North Carolina March 3, 2011
CLOSING
We truly appreciate the opportunity to work with WL Port -Land. Systems, Inc. on this and
other projects. Please contact us with your comments and questions.
Sincerely,
S&ME; Inc.
a"ruar
M. Bell, P.E.
Project Engineer
jeack 4uti2, a-6
Jack J. Amar, P.E.
Senior Vice -President
2WD.UJLL
,
Rob Willcox, L.S.S.
Natural Resources Dept. Manager
PR
6

•ForriMS,071
Datet Wirth f8„2011
r :
-Job Number:
S&ME, Inc.
(hereafter Consultant)
Client Narne: BUttetball, LLC
(nerea_fterClierit)
Address: 9751 Southern Pine Blvd.
City: Charlene
State: NC Zip: 28.27-3
Address: One Butterball Lane/PO 13ox 2889
City: Garner
State: NC Zip: 27529
Telephone: [phone]
Fax: 704,-525-3953
TelephOne:
Fax:
PROJECT
Project Name: Proposal -for Engineering.:ServiCes - Butterball Facility
Project location: (Street -Address) Hwy; 24
CRT Turkey -State: NC Zip:
SERVIGES TO:BE RENDERED
. -.
Proposal Number : 1356-23951-11 .dated: 03/0/2011 is incorporated into till's Agreement For Services,
. —
Thls.Agreement For Services is Incorporated intothe above Proposal.
Client desires tocontract with Consultant for the Services.to be Rendered (Services) on Client's PrOject, as contained -In Consultant's
:Proposal. The Proposal andclierit% PrO1,104.6ferPferenced.lintriediatelly-abeVe.
THEREPORE, in consideration of the MUtuel-Coverients and Promises Included herein, Client and Consultant agree as follows:
1. ACCEPTANCE: Client hereby accepts thisoffer by Consultant to provide the Services as contained in Consultant s Proposal and
agrees that such Services and any:additional Services,authortzed by Client shall be governed bythe terms of this Agreeineht. If
Client directs that Services Commence Wier to ;eXeCution of this Agreement, Client eijrees that commencement of
Services by Consultant is In rellance on Client haVing accepted he terms of this Agreement and ,acimowledgmennhat
Client will execute thls Agreement, forthWith. Client may accept this Agreement for Services through the useof piteous
Purchase Order, however all preprinted terms and conditions on Clients purchase order are Inapplicable and the terms Of this
Agreement shall goVern, Unless this. offer is previously eccepio,,It will be Withdrawn euleMaticatly al.5:00 pm EST, ninety (90) days
from the ctate.tit
2. CONTRACT DOCUMENTS: "Contract DectiMents" shall mean thls Agreement for Services, the Proposal Identified under
'SERVICES TO BE RENDERED" and. any modifications, extensions, and additions to the "Services to be Renderedthat
Consultant has performed or may perforrn for Client.
3. PAYMENT; Client will pay Consultant for Services and expenses in accordance with the Contract Documents. If prices for Services
are not specified in the Contract DeCoMentS, Consultant s current fee schedula In effect for the location providing the Services Shall
c,ontrol. Consultant will.submIt ptogreseinvolce,etb Client monthly and a final Invoice upon Completion (*services. .P.aYtrient Is due
'upon receipt of theririVoiCe unless otherwise agreed to in yvri log prior to the §utiniltiei of the Invelce. Invoices Are:past .due. 30
calendar days after the -date of the Past due Sitbredt lo a ititefee of one erfdeffelhaq percent per month (18
percentper annum) or the highest amount allowed by applicable lawnthe outstanding balance, whichever Isiess, Attorneys fees
and othercoSts Incurred in coloqg past ciue amounts shall be paid by Client The Clients obligation to payOderthISAgreenient IS in no
way dependent upon the Client's ability to Obtain financing, payment from thltd.partfes, -approval Of goVetritriental or regulatory kgenCles,-Or
Clients successful completion of the.Project
Consultant shall be Old in fullfor ell services rendered under this Agreerneriti triciOding eny ..additionatSenAces authofted by Client
However,if Client Objects to aU or any portion ofenk:.tnyoice,Olient Shall scinalify consUiteht mn *tit of the.chjeCtion wbhin fifteen..(15)-days
from date of irivoice, giVe reasons for the ohjectionr-and.pay that:portipn of the -Invoice not subject to Client's objection. Client and Consultant
will. informally dikuSS Clients objeateriale-theirivace enclattempt:to:reach.e resolution I-01011y acceptable teClient_ehd..COnsultent If
c-liont-tir,Corisyltant determinethat an infOrmal-resolUtionisnotpossibleTthenihat party,shallso-stateinwiitingtotheother partyendinitiatea-
AS-071
VER 1. Rev.2-- 64-o5:07 1 -of 5

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'Consultant, :ow riati5e10 :011.410.10. .40.00100..01.001 ,theretelitir*IttlOW Wbefl r Irrbg
4
00400..,.1)1tiii.131edir_erk
Thethefcgsbei,.Conspltentirviekes nolepresentatons.asio lenofiarnmorripe 1 r.msebilltwor reedabil 43.(101itite.2foritsit.
Consultant shall not bales orAblej r .,:eiteretiOnt mod iQqttQn., or?dew 001.0,1h1lie. e�nIcdatd by,ihbCiIflt or,OPY.
rouse orthe4eotrotiloOleW y 1i11IeriIor any :1)7i5OrfoTthlirr- or any progicrAttiorit-Cor-l-rdi flan s-wrillenloonsent
-A&071
Win ReV 2 — 04.05-p7
OfB

nip
ttent- 1110: ilttt ,.aiid. gjd. r psuitanl f retie#.; 01st0ta*i
l to pli it--or:arising out of altetations :finb�titf
Atiy iristru.m n'ts A110010900 s,itittignilsd as art Ott
be provided to any:other petsorr .or eir ..t iifiout ont;ultarfls wd1
shall' Indemnity and, told hawnless Oonsultent from end against a
oh the.tig on-vr optntons•cn nt 1ned:.in'the;lhsft fiient::b P.0*
8, SAF CT � COnagit t 11 0104410: a Maly p roman:tor
po ge "1 ' dnd f r=the sa `
parUas,:be cd4noadlvittas.onitis Shethen<ea+ .shaf have reel
60400400.4
75:
raadit c 's Ito
tteYtotilieititinte
f)4 rev. ;th
re;elerl~p dt ma .e b,one
vr
-L
ees6..-eoj 0f iant ape al# r t is f .er1::
<i1.o 111404 , h ' 15td
y..= �#a 411eFi *afet'n :
Fleld t tsQntt `T ie preset ce of u a is :d tsarsornneli iei0her; ct1ltfirne fir;
I OJ t: ,:: fi e ! 11t ei ets'rs4.11 arl:sid 1esti .o :WO.casPe%,;•
Ciieet t ; aIh ti'tosetvicess f'e Oo _ of *obi Pep ec1 onsilttav,ils Horse
d of eer t�n �ofLthb WOIIt of • a Gop liS e't1 p�0 01 $ s
a Im hlsirat[oh assessteea1 •o ier •toh ar testirtq •shaft :riot re1E`t ie ,the 4.ontra t
aocbrdar ee-.Witfr:trieiproj cO)anp.andspecilleatlons.
e: o-cgookit, s teltt~: eegiti af, olr P elf
cif his �!espoh§1 illttlf'for: ett6 1, �tgtlr in
if a Contractor .(not a -subc ontractor :0T Consultant) Is• -Involved to t,e -Pro eel, ifent agrees, In tictoldfilte-wjth 00.1.4alfyi •
construcllon practices, ;that the t ontraator ill be solely
Noon*
eponsbfor worig-c�dor othe obsite;lnaiudng .sa
personsand :property dtring perfotntaico o*work,:ad th Mafia �. �s�}01§�I@fg0P�s
continuouslyandwill_no ba 1mmited to normal,woTl : hours. ttis reed het on$tentdoea nothave- the duty;orbtto
sto
workbft`e Ca tra�or
.
10; VOtf talk Any:Arid atinuaritiPM:,ar-4[scoye4s491atinttt'O;{ ii : ��i � ��ciuern�n a � f. �, 00. ?e�!•s .::
I s:nor f ropesres ~in s1e r p J ed hyCorstlteht-orr, its.er putts n`ng4 e4s . h s. •greetrient-tie.:er i Sba)) e1n: e
teleencLe ustvti
e' gperwOriat t:
11. REPRESENTATIONS t €` CL[C-t T: Ghent: Warrents:ttba, tOvei10,014 tt1at a f s'8t; fui1101r0 a3 !t!abjo oZ Hl :be aV jlfl tj on
rece t of-Consktitantms:'invoice toa ayrnerttip4 1 fgtthe ervI s:s?8rl ate y tt�uita t e t s 1ltil f ;� a tm
proviti d tb Goih6Ulte'ht regarding'iP o Pro act arid. Rrdjs0,I001to11 aYe it pt'e etp d ' t :-te Hest est:of ei[entdkntb s p.
12. CLIENT OBLIGATIONS: •!rfleaUpgrees-lo furnish Ceneuitant, its:;aaentsj •employees;. d:' u o rt at f tigbt*ePt d mat►
authojh�zatiorrs needed for ptiSsillptntiefo •ei, er-.:06: the pY 1etf site to�poke_ S . rCf �,. e 1 ih g1ea` tf.;_ It nt
•
will toJ�.(je; reasonabls teoaut arisib P)tntmize;rlhmage�lo h e Pipliiil,Siie rprfl e.onst! tart% dif�tttias;eitd - y�.a:
"A•• �,, 5 - c v d In-• l 5 r emb a ti . ants �1ii t amag
Client � OOg�FZ�� that..ttl� �e.��rrnithca ,cif �p tSr3�Os; rt.� ale .. �� � ' �. t '� , �'. �. �� !
Client ackhowiedges-1at:some sites dlslur-bail a is t eret t.io the wo a of�sUI an .[t: a . 00•41 ��e S "lg=Qlieht
Ito hd
:aol�tte.o0e of th¢;pto ,s, i16C)i0t�gPfes-fc�_�l :: �he�tbr`�af'�e ��t��sriitetreiCss�tMyt S►.o�d'1e'4te,�a,_�i-:a -
da ate o1nne and? hold;hariirr e O . seilkfogalrttt .ate.: ads and; - fm r.elat li at ,i .t o olio o?s; ens by'the
tango � � . � - .,. R .,, . `.
owner t ersons� her t :possesstarr.o he it through the:owner-: hl sere relateriito-st etaioh.otAri + .
-13. (MAIM SM: Llient.agrees. to 3l;3eliftse the:•1de`tity of it iilil1tiea aoHii3 the Project f ife :and th'e ptetet`i lids acat f C$ jbaat oi'
4�T
nal '11lddep:or obsotufed;Man.m?,de,o iJebtsi_knbWn.to Glie'nt that may-belh Consuiiant's work area C1ter grees to i60141 ItYrand old
harm)ess Cons tttat ti from all Swims, $tilts, los s, persohsi Injuries, death, vend prop erty.Ilabil[ty Inoiudjtig'cosle•and a o ne s fees
resuitingfrom'dama- a oriiti*J`iilfy o utillttes or' -subterranean structures `( ! s 'tanks,.ato)artsing.rcm the ettiinta oOrt na tlt2nts.
Servl es when the existence ,of such:=are not ailed tb .Consultant's a errtlo_ r or the lgca-tlbn mucortbligyldentlfteci,in lnformatfon
pa furnished Consultant.
14. CERTIFICATIONS • Client egr0s<not10 r quJre That gorlsaltartt4xeCpt041,1t IIISi .ilo v,All 1regard logos -11,0 tinned tested.or
ohgoyof underrthis -A reerhent. unless: 1J C suitent believesythat ft:; s.pe4 n sefiaie t.Wo to C y1d a s j bha1s to
ssue %he�/1�ertli b I0n, 2j Con tCant belle as: (tiat ltle' • yot05exfot. t da kw! o ob flteets'tl e e ceiar: l tht rbe t irij and
3)..Consultariftiaszre ,andi ppreti Ctri # fl ex orIn. ot'f,. i t•ti it itc i p-*tic,0exe to':' is ;c'g • y.
ce orl ib o of to tEfnitai to a > ssrbri o nitesslbnal:ttpi tintasathupon ervIces. &ned'Fy the
oasCerr (1Qaitll
an� �ol::doristtt�e.a�rat�a�ifj.ot=��i�r>� e a jtl�: .. ... : t'• e�. fi�tsd
,b F i 1fRE—T iotr L yy'R � • ..WA 'I,NB; 'lie diient:pgrap thEtt•tt, faoJIte. t,t' fairto a�Id`ttie�Ctansuitaat l Efts:'for rpblems:
'that may ur.�t The Consoctant'S4(1colllt eudalibilta:re riot: folt io ; .) fd ; - ifh'Q Ali;: 1 at: ?y dajtt a aII t'
ft skit$` ' n ..agtee lip... den l ct,* 10040.4 the Censtiftent;ftoal.any i vrItabflit trr ur-y or tops t00Vi U11e�from
t ite fe aont e: 1i[ nts:•rrea fiih$n at{an'a orfrom rt prementa`1Con oflhe:Col saltanl s teoc mmstidatio is:hi :e rilsnner•
etielibtAys pttc cordarlemith'them:
As .
Will, Rev 2 .044607 3. of.$
PER

14100010.110.P8ONFO*
le. IJNPNW-dEEtillONCIITIONS:Oft
M01460.11.040111 'Of "
.sipimpo laffeoltbr
KItiTi$14tthiMll iflDUv-
sattf* " I"1 •
Pkipo
d 2.10. fir .
e nate tha
• responsible' fohrg1),P
.--acitruWeilgos410 4.06
•
19. ,f0
it. SCO.PCGir SERVIDEg.,A14111XCLUDEIPSURVJOES.: tontaarilk enpi-eioaxit Under Ric.. iniesinent EnO108#0. eillYillib4cr.
erVIO.IiP0110.0.11.114:WPC.0 gow0100)414. .01414 • .0',).t. .1);-#0,414:0101. .0001101441.0014.0.0.... 10.i.0.W04110:4. VOA*
,•.any 401,11tAg Muteimstillot0.. r. not Wool • a • : *Be& ittitt.drent initgtioladi bon . : litif le .,:hgarf ' .L.l4ritif
ii.04644641 ' 1.-fitadr tic*Nlig • Vteti110.0140100 lit WNW(' , .,:iittootoftItiiiik
Au10400•spettcito- . .
Itt.yilif
r4,....: pe4.,votio 0 tnentor domulant noverahate the peiformaomof anyiOrtIle-retvicesi.fpelVtl. 04 (6.10
:WOW )1 . AO - K ' lletatrilITO p),Iffile)ttin IS 'If Oa Wit ' 04-013*CIrget04): . y of lifffirifAto
noiket.:by cOer.pe, ... 0 ratitainilithpyitogiilixiiil Airm.lotsilisOttici IT-1410.40r4t404t ;aii 44 ii - isiiv Niatoiiitiiiile
40 14.: 6 - i -11. . 4001 :,*401.11-01 6000141.1040 ititr.tii. 00, dowtor*c.. 4.4 ArtigitiOtAtio.
die atell :or i 1 liti..1•-jfiT th.ti. ' - . ."' .$00,.. :iv 4.- Ilip filf fOraTiOnt.e.00;00.0:$111101t. 0.1.14-01frit shall ' ife: iiiitxko.
rig isor remedleaolherAnaribosainclirdedin tla .par*rapn.
For eavae::.71rtthe'..ementmlie1atal1al 0144
dep.W.101.).ritOP#4011.VPTO
0600 b *4.
. 0060100.404.-Ortgimaillitillie *r atit041upi
0 fr pMi *00 ; 01
II* teb.144#400100001 ofleWrlttep �II•
Teriondllon for douse; CnsuIantsba1Itjp Work pii4i11:413rwicaa.inoluClaif;19 040: Agideniant-;.-0-todbllver any4nsto....
:0-0catplOel.Mfittriletan a • VII Solil1tittgitAthin1N SO4-10i
leergnaltari. ; • ••- .
.0k -GOniUlta. tiAng:10100 shall Nave. nb..Nliher 4031$.7,pf. refilga $
Et4/4481'- Ite01411*PetiOnnanceOZWVICes4anygnkr00010.)0ZatilaitclOtikA,
...110:***0400-00:aro Ogre- wft1oh1 In. 9onsuiantsJLiiit,•
oardej83-
.to.0.4%.,
13401
11
04,of114
iota
coMr1
S.5111)Vtlaii .
i3-040:4i4=14 100: •
Intanpihilin,TrOry or roas &gem #toot
*
*114141100kiblikelte itiiiigittokttiilitilgit4bakfteg;*0
NOWOrIbetuThACQTolktjtafpfl$4.0104 Ogiii-POrVOROKOK:614,i0Ati
Aollopr.0-$.01, ii.40..:roveratilostotii18:4.3r eintikoucurilti re •§! nstrItantihatatierrOloebveroomeelligmultieiarlaIrig
'aft.* AtitiriC0.03-0:070400100:01.4000010.01.1.0501110410,001 g.s.!.00000:400A*400:191)t.
0.4.q!c011iftit-16141)..,9.40/41;1tipt-en
:PP CP3n010104 00 0:1010.1:06Alfiit P:6A. fitt
• 'to Q!iI
agd ittr
. .
20. iNgtRAt4pEt coristitterits*. AphilkOn a W-0*-0 voelsg tbBjf9llp\Mng insogve: %Ible01,40 mrfo0) truly.011pw.ito,010* II)
' MtiVen.0111011:1b00.6.0CAK 100-tpt011itYlkti:6461 161041.7*-110".ligtllozli.Eitggi.bisiltio0i Witif*6 of
(S)' Commerclatteneral lJabllhty insurencewtth llmlts ol $ )00,0130:00T and (:4), Profess1ona Llablllty Inatirenoe.
aertifIbalea0dri ti.614004,00).4.0.4.104040441#9*.t0101glitti40:44.09.00gt.*
21. INDEMNITY,; (Went. agrees W- 100111.1441714 SO* harmless coflsuitnlr1ts agpotAi .opployeeSt sOsor.grea,tota 'from and.
aga100- 01 and all 466-.*, hab1fttles1..00 Mira and aXpatii40.4.404.0..100,01441.0.000gtofdefense nVesttgaUoh altilOryrOjii,?060.
reasommottorrioos fees), 014itto(wispiotlitt It's.gijohlvemplelyeesiand;sikotitrEibtors may)Inpurftecoine tespongiblalbh:p,,Oay
out as O.* result 01:,bodtly 101.00:-06.010.0.te-100.011.1)30 any peon, damagelb any ,ptooffyi .of; both, toIhe extent 44000 N.PliebtO:
neglIganoist.orvillfullnItoonduati
%I:04404000,$; oonsofoitogrgo. iiidatnitc tott:ta-witkit 100 •Cie.hrutoinoutOttint 00. and .ell JOS% :.11obilMdt and
-...cosI and expeaes ef avery ktnd (nithdrn cost o1st.ense, inveatipafton, aatilemer0i:tind*ortablicattorria)Aafea.S4filotr011ant
,.014YttiMktilt_0‘,Y,0401.01,1410:14 110.0.4400#41.4#0) 10*0Y:Pos.ott, 01,00910:0Y1440tit
or bouNleilie,ektafircausediv minsintanegkemettri*IlminfoUnotitti
§70.1ea.10-,-Ait!* P1100:41*-gbif§00 1.0fttr, 1t1h Y00-14t).10.41iiiitti11)1i4j. 14:1101t1041 00040040 0i• tinfAitfit.s0110.0:01.:
ihdeotolktril traVatiam)lissteath otharb•proportiewfateIrxeletlYeAtegrettOrfault,
12, DISPUTE RESOWT1.02. 'COripiliat1firti* colJeitidn o.f.pas d40,10:06bally.11t10011.00-6.
court of oornpatentlorisdlOgin, iD)tter latronottgokaolgotool' "et,4.0)rivoc94. -tho..eyetit of •willipitp, OglisoanVorispitant.
and 011enfkritti tialig.q110-.01yogoof : Ali*, • foto" Atiw,,P011:00130;tritgliOtioi
dispute artrloably within.filtean.00 viten amliayss Itthe clisputercanndthasattlad arriicalArAbsiPariles:agrae hal Itie.gllaputtrOalf
be subject 4104010 Mfit#00104fillifiti0;0410:40:40 orgighAtivijob AmtookAgoaupii o? sbyittar djsputb..0.0141100'
organItalfon itihaparliba:expresily.-agrec. .fia Italia! la .4:0Iiialtik
VER 1, Rev2-,.-044.05,..07
4 of 5f

PEI
potedent'toi#Ielnatliktilen Ofilligationbpertber pa
NO*4 Nbititik*A00,1A400.or sAllar,4114-340 • ..
:Witty '(t5 ettliaxtp.A.0fitir*tit(Vetit:Tn#::
A 0,1,010.1i 4100::016.44.1.10.0*. 110 Af.ORtect
*IRO
ne Ye
ttl*A019 ibfk4?-- 1.41A09r.S0.14.0 #0101
,6#.11tObAtilLitt t1sn provision repment
iti1alid,_%611 OP, 00.1r ‘ib1Jf
remilP001 t:lhaar dia
1.104 *IP:04401 f3.4
by Iaw.
; towel
Man tOrwarbetti1d:6056'
•
1J1essl1onmedJallon v1h1he•olher irt
0
xagreo...-30;..egm • •
*Thil.600.1400140410
qomenh1urdlt1bhv
.witore.016.0xformitmg)Ing? revrerrin
ddixibsi dialiffiA-0" Mor tto
WAYIPA
.preppjeatikn t() erso:49. **iv*: ooptui 01 .pUIu•— 0000-44146
1)1fltth81ftss rfletd 10
$la rn�tic oUoitijs
glib 1 ,erifbillid30.1134401109. :0
t ,
5. .ASJGNMNJAD... .64.00tRkgf .:: «J1er P J1lyaSIUp...-q_A11000.11.e:10;-.. PiOkt I.0011,10A.:. alit0046iirgii
.0h$661: 0 ..heioiwo peify,.igeifo.Y.foili-o 4§Olib trit 6 ip :Wig tt ltolyekg. 1341/6.„0. ,': Opflsuanr40.6.,.00b " AorAtitho.
twos .tifontowittigifbbitilhilitftlieriticon*ml ..S.6101146iiierng tpeasthireirttestrablitikitiave:olhiff;peirstrin-Oinildet
, . ... ....,. .,. .. • - • • . ... .. . .
. . .
,,. . . ..
A.. '00 WAi#81;i: Ne.walVefb imither paityptinitijirtitiiitylhe fteia•OarNibtfe.... -Oat -drimy:00.A'6100.,titlbla 40fkirettIVAII
- „ . , ..... ,.. • • . - - • •
IVO*: -`, ' 40.00.t. ,0.,-0.. friatiot*ftfoutA Oftilfik: .._t.i.lik§i .0031 :row
.0 APPLY: 9 laljdjiy, intetpretatlin vtiti • onnanee 15f. .11ils . AgreciinTerit shall be -governed by .,and :oonatued in
c•-..
ii4.0019411.i%-1100.1.1i0..;00.00*.f.100.0.0.01,01., *I.
cq :
. . . , .
* TIME,. PAX 110A140040160 00.I1V110b1#361.404KKOP1001:9VA.:7* Witf6t4 . he F:01.00:-09f0041.10- . It-0.01.01 A" lJmi
by tint,* 000y:00010 Obey GovsgOrt .310,tAlltii-emeritiit the-viiiii fittilT4011 ittalt qtronloilhIs Aptelialea will become
.tianiut two 0 Obro-Otilifitt.:: ifitif3 the i*dy Ktt,OtO (h11.14-110.4 A: ifiti of Attei Ott, .,0-.0110. 101: alife 4tOkYatiOti 41"
CcitgAtirMit*Of004)-.W.10014v0t-0040:fi§1,010; • - • - , -
tiONSOLVAltill EEPAVV,108:44.0.011:PQ4iiiPPM.P.70110,003REemere EXPRESSIN".C.ONDITIQAD
01.1017#10.0.4. L pi., etwip,
to• -
life.40torvior 9mentreprese*the*Oreamdeni18nding and a eementbLwaep.tha parites nenplexaleting totha
•
Ogyliii4 *# pkas .0111 da tlitotho 011.000.00104 Aglioomfilt *ow, kor.) or oral oirw.0901s.vtiog,
matittfingortimIt., •
To lie woo ft hisa,,An Attattwo r e1 ON thit. Pf0101.11- Of OA 0000.O.1.- tbe Pooloti 0111-0
.ovrottpoW., wokJo gpotitimpo er mo Aeggori tOiltiligAgre-enient or any waiVemiltany; pravielon& hermit shait bki:41E0o,
tatiArf.
iNvvrnigsta WriptE01,the :Partin •have,:causotiltililkweementio be:exectfedbTheIrdtflyaUtboriz�dfltQtWL
CLIENR flut101b8j1,LUC
DATE
1P.ane Horde 'Me)
ittA.1,1
PROPOSAL NU.MBER lt$6-43861414•_
elfents _ FAjtf_D or. DIGITAL sionature,totestreatetas orialnaLsItinaturo
Ap-ort.
9.efg kliey.-4-444101