HomeMy WebLinkAboutApplication APPLICANT 4/11/2008
Date Received:
City of Springfield
Development Services Department
225 Fifth Street
Spnngfleld, OR 97477
Site Plan Review
APR 1 1 2008
~~
Original Submittal
Applicant Name: Jon Berger
Company: Hexion Specialty Chemical, Inc
Phone: 541-741-6688
Fax:
Address:
470 South Second Street, Springfield, Oregon 97477
Applicant's Rep.: Michael Howard, AICP
Company: Satre Assoclates, PC
Phone: 541-465-4721
Fax: 541-465-4722
Address: 101 East Broadway, Suite 480, Eugene, Oregon 97401
Property Owner: Hexion Specialty Chemical, Inc
Company: Hexion Specialty Chemical, Inc
Phone: 541-741-6688
Fax:
Address:
470 South Second Street, Springfield, Oregon 97477
ASSESSOR'S MAP NO: 17-03-35-33
/TAX LOT NO(S): 300,500,5400
Property Address: 280 and 610 South Second Street
Size of Property:11. 9 (14.8 entire Hexion facilitY)Acres [Xl Sauare Feet D
Proposed Name of Project: Hexion Specialty Chemical, Inc.
Description of If you are filling In this form by hand, please attach your proposal description to thiS application
Proposal: Relocate methanol unloadinq. use of trucks. add one nine and numn
Existing Use: Chemlcal manufacturing
New Impervious Surface Coverage (Including Bldg. Gross Floor Area): none
Si natures: Please si nand nnt your name and date In the ap ro nate box on the next
Associated Applications:
Signs:
Pre-Sub Case NO.:V(? 26))((,- m\)\ 01- Date:
Case No.: bifZ-(/-~~-- (il)~ (D Date:.L-f //I/C:5J:J
01
Application Fee: $ ~ L I S""to Technical Fee: $ J I
Reviewed by:
Reviewed by:
I
I ~ j2.y ~'\J'c
~, c..) Postage Fee: $ / S- S-
TOTAL FEES: $ .t-/ '?c7G 60
PROJECT NUMBER: ((J:Q,) ao 1 - t11'lf,b
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Revised 1/1/08 Molly Markarran
1 of 10
Owner Signatures
ThIS applIcatIon form is used for both the required pre-submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process. An application without the Owner's original signature will not be accepted.
Pre-Submittal
Owner:
The undersigned acknowledges that the Information In this application IS correct and accurate for scheduling of the
Pre- Submittal Meeting
Submitted 2.14.2008
PRE2008-00012
Date:
Signature
Print
Submittal
I represent this application to be complete for submittal to the City Consistent with the completeness check
performed on this application at the Pre-Submittal Meeting, I affirm the information Identified by the City as
necessary for processing the application IS provided herein or the information Will not be provided If not otherwise
contained within the submittal, and the City may begin processing the application with the Information as submitted
This statement serves as wntten notice pursuant to the requirements of ORS 227.178 pertaining to a complete
application
Owner:
~~~
~ature tI
Jon G. Berger
Print
Date: IJPRIL-II-2COg
Date Received:
APR 1 1 2008
Original Submittal
ReVised 1/1/08 Molly Markanan
2 of 10
Date Received:
Site Plan Review Submittal Requirements Checklist
APR 1 1 2008
NOTE: Original Submittal
. ALL of the following Items MUST be submitted for BOTH Pre-Submittal and Submittal.
. If you feel an item on the list below does not apply to your specific application, please
state the reason why and attach the explanation to this form.
IXI Application Fee - refer to the Development Code Fee Schedule for the appropnate fee
calculation formula. A copy of the fee schedule is available at the Development Services
Department. Any applicable application, technology, and postage fees are collected at the
pre-submittal and submittal stages.
Q9 Site Plan Review Application Form
[K] Narrative explalnrng the purpose of the proposed development, the eXisting use of the
property, and any additional rnformatlon that may have a bearing in determining the
action to be taken. The narrative should also include the proposed number of employees
and future expansion plans, if known.
[K] Copy of the Deed
IXI Copy of a Preliminary Title Report Issued within the past 30 days documentrng
ownership and listing all encumbrances.
[KJ Copy of the Site Plan Reduced to 81/2"x 11", which will be mailed as part of the
required nelghbonng property notification packet.
@f1 Right-of-Way Approach Permit Application provided where the property has frontage
on an Oregon Department of Transportation (ODOT) facility.
[iJl. Three (3) Copies of the Stormwater Management System Study with Completed
Stormwater Seoping Sheet Attached - The plan, supporting calculations and
documentation must be consistent with the Engrneenng Design Standards and Procedures
Manual.
\lli:l. Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer rn
accordance with SDC 4.2-105 AA. Traffic Impact Studies (TIS) allow the City to analyze
and evaluate the traffic impacts and mitigation of a development on the City's
transportation system. In general, a TIS must explarn how the traffic from a given
development affects the transportation system in terms of safety, traffic operations,
a.ccess and mobility, and immediate and adjoining street systems. A TIS must also
address, if needed, City, metro plan and state land use and transportation poliCies and
objectives.
IXI Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR
Eighteen (18) Copies of the Following Plan Sets for Submittal
Ii] All of the following plans must rnclude the scale appropriate to the area rnvolved and
sufficient to show detail of the plan and related data, north arrow, and date of
preparation.
[K] All plan sets must be folded to 8112" by 11" and bound by rubber bands.
a. Site Assessment of Existing Conditions
[K] Prepared by an Oreg6n licensed Landscape Architect or Engineer
[K] Vlcrnlty Map
"
Revised 1/1/08 Molly Markarian
4 of 10
I
[X] The name, location and dimensions of all existing site features Including buildings, curb
cuts, trees and impervious surface areas, clearly indicating what IS remaining and what
is being removed. For existing structures to remain, also indicate present use, size,
setbacks from property lines, and distance between buildings.
!XJ The name, location, dimensions, direction of flow and top of bank of all watercourses
and required riparian setback that are shown on the Water Quality Limited Watercourse
Map on file in the Development Services Department
[XJ The lOO-year floodplain and floodway boundaries on the site, as specified In the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment
or Letter of Map Revision
IKJ The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead
Protection Areas Map on file in the Development Services Department
IX] Physical features Including, but not limited to trees 5" In diameter or greater when
measured 4 Y2 feet above the ground, significant clusters of trees and shrubs, riparian
areas, wetlands and rock outcroppings
~ Soil types and water table information as mapped and specified in the SOils Survey of
Lane County. A Geotechnical Report prepared by an Engineer must be submitted
concurrently if the Soils Survey indicates the proposed development area has unstable
sOils and/or a high water table '
b. Site Plan
[XJ Prepared by an Oregon licensed Architect, Landscape Architect, or Engineer
1M. Proposed buildings: location, dimenSions, size (gross floor area applicable to the
parking requirement for the proposed use(s)), setbacks from property lines, and
distance between bUildings (none proposed)
!XJ Location and height of eXlstmg or proposed fences, walls, outdoor equipment, storage,
trash receptacles, and signs
IX] Location, dimensions, and number of typical, compact and disabled parking spaces;
including aisles, wheel bum'pers, directional signs, and striping
IX] DimenSions of the development area, as well as area and percentage of the site
proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and
other impervIous surfaces
rn. Observance of solar access requirements as specified in the applicable zoning district
[X] On-site loading areas and vehicular and pedestrian circulation
[Xl Access to streets, alleys, and properties to be served, Including the location and
dimensions of existing and proposed curb cuts and curb cuts proposed to be closed
M Location, type, and number of bicycle parking spaces (none proposed)
M Location of existing and proposed transit facilities (none existing/ proposed)
1M. Area and dimenSions of all property to be conveyed, dedicated, or reserved for
common open spaces, recreational ~reas, and other similar public and semi-public uses
fW Phased Development Plan - where applicable, the Site Plan application must include a
phaSing plan indicating any proposed phases for development, including the boundaries
and sequencing of each phase. Phasing must progress In a sequence promoting street
connectivity between the various phases of the development and accommodating other
required public Improvements, including but not IlmtfcitE)>.JRe~8i~wer, stormwater
, .
Revised 1/1/08 Molly Markarian
APR 1 1 2008
5 of 10
Original submittal
management, water, and electricity. The applicant must indicate which phases apply
to the Site Plan application being submitted.
c. Improvement and Public Utilities Plan
[X] Prepared by an Oregon licensed Civil Engineer
(KJ Location and width of all existing and proposed easements
[Xl Location, widths (of paving and nght-of-way), and names of all existing and proposed
streets, alleys, dedIcations or other right-of-ways Within or adjacent to the proposed
development, including ownership and maintenance status, If applicable.
[X] Location and type of existing and proposed street lighting
[X] Location of existing and required traffiC control devices, fire hydrants, power poles,
transformers, neighborhood mailbox Units, and similar public facilities
[Xl Location, Width, and construction matenal of all existing and proposed Sidewalks,
sidewalk ramps, pedestnan access ways, and trails
[X] Location and size of existing and proposed utilities on and adjacent to the site including
sanitary sewer mains, stormwater management systems, water mains, power, gas,
telephone, and cable TV. Indicate the proposed connection points
d. Grading, Paving, & Stormwater Management Plan
[K] Prepared by an Oregon licensed Civil Engineer
~ Planting plan prepared by an Oregon licensed Landscape Architect where plants are
proposed as part of the stormwater management system
IiW.Roof drainage patterns and discharge locations (no roofs proposed)
[X] PervIous and Impervious area drainage patterns
~ The size and location of stormwater management systems components, including but
not limited to: drain lines, catch baSinS, dry wells and/or detention ponds; stormwater
quality measures; and natural dralnageways to be retained (none proposed)
(KJ Existing and proposed spot elevations and contours lines drawn at 1 foot Intervals (for
land WIth a slope over 10 percent, the contour lines may be at 5 foot Intervals)
~Amount of proposed cut and fill
~
e. Landscape Plan NA - See Section IV of narrative for detail.
g Drawn by a Landscape Architect
[illtLocatlon and dimensions of landscaping and open space areas to Include calculation of
landscape coverage
IDJ Screening in accordance WIth SDC 4.4-110
M Wntten description, including specifications, of the permanent irrigation system
G;1Locatlon and type of street trees
rn. List In chart form the proposed types of landscape matenals (trees, shrubs, ground
cover). Include in the chart genus, species, common name, quantity, size, spacing,
and method of planting
f. Architectural Plans NA - See Section IV of narrative for detail.
!illt Exterior elevations of all buildings and structures proposecOatC!hR~~ent site,
Including height
APR 1 1 2008
ReVised 1/1/08 Molly Markarian
6 of 10
Original Submittal
/ill1Conceptual floor plans
g. On-Site Lighting Plan NA - See Section IV of narrative for detail.
[!ip.Location, onentation, and maximum height of exterior light flxtLires, both free standing
and attached
\iM. Type and extent of shielding, including cut-off angles, and type of illumination,
wattage, and luminous area
!ill Photometric test report for each light source
IRJ Additional Materials That May be Required
IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL
STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE
APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS
DISCUSSED IN SDC 5.1-120:
[illi Where a multi-family development is proposed, any addItional materials to
demonstrate compliance with SDC 3.2-240
Q Ripanan Area Protection Report for properties located within 150 feet of the top of
bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the
top of bank of any direct tnbutaries of WQLW
IDJ. A Geotechnical Report prepared by an engineer must be submitted concurrently if
there are unstable sOils and/or a high water table present
IKJ Where the development area is within an overlay district, address the additional
standards of the overlay dIstrict
~ If five or more trees are proposed to be removed, a Tree Felling Permit as specified
in SDC 5.19-100
flil A wetland delineation approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on the property
g Any required federal or state permit must be submitted concurrently or eVIdence
the permit application has been submitted for review
g Where any grading, filling or excavating is proposed with the development, a Land
and Dralnag~ Alteration permit must be submitted prior to development
IDl Where applicable, any Discretionary Use or Vanance as specified in SDC 5.9-100
and 5.21-100
Illl. An Annexation application, as specified In SDC 5.7-100, where a development is
proposed outside of the city limits but within the City's urban service area and can
be served by sanitary sewer, '
Date Received:
. APR 1 1 2008
Original Submittal
~
Revised 1/1/08 Molly Markarian
7 of 10
SATRE ASSOCIATES, P.C.
Planners, Landscape Architects and Environmental Specialists
101 East Broadway, SUite 480, Eugene, Oregon 97401
(541) 465-4721 . Fax (541) 465-4722 . 1-800-662-7094
www satreoc com
'l'KANSMITTAL
City of Springfield
Development Services Department
225 Fifth Street
Springfield, Oregon 97477
A TTN: Steve Hopkins
TO:
DATE:
PROJECT:
Apnl 11, 2008
Hexion
Methanol Unloadmg
CITY PROJ #:
SATRE PROJ #: 0703
W~tfv$;r>'~_/:*rt'jqj~wq'?':'ml>{~4t~l#f-""",/_-'>1:'1i1~ -'H-",illi.1~'>>.';:"
~~~4t;"1?&ft~d;>>,,;_-/f4'W-"."~*_~__:~~--~.w~
TRANSMITTED:
Herewith
x
DISPOSITION:
For Your Approval
For Your InformatIon
x
Separate Cover
Other
For Reply
x
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TRANSMITTED:
# Copies Item
Dated No Pages
(In additIon to this cover page)
2 Written Response to Major Site Review Modification Critena April 11 , 2008--
18 Plan Sheets
1 Reduced SIte Plan (8.5 x 11)
p*;1ii*'l"'%!>,~,,*,,,,Vv -,,;,,;, 'L "',r~c/l
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kqt:::':-WJ'!ffk~'~>'W;'=W4' ~"'~ _,< >- --~t::__-;;'"\."'~<t"'w-)).tw:.. -
REMARKS:
Steve, please accept the enclosed materials.
We look forward to receiving from you CIty comments regarding acceptance of the Major Site
Plan ModificatIOn.
As always please do not hesitate to contact us ifthere is anything else you require at this Juncture.
Thank you for your continued assistance
~..
COPIES TO:
Agency
Consultant
x
BY: ~H~_~
MIchael Howard4ICP R '- _ I
dJSte- acel v~o.
File X
Owner X
Other
APR 1 1 2008
Original Submittal
C' . of Springfield Official Receipt
L~. elopment Services Department
Public Works Department
225 Fifth Street
Springfield,Oregon.97477
541-726-3759 Phone
Job/Journal Number
DRC2008-00026
DRC2008-00026
DRC2008-00026
Payments:
Type of Payment
CredltCard
cRecemtl
RECEIPT #:
1200800000000000343
2:28:33PM
Date: 04/11/2008
Description
CTY SIte Plan - Major Mod
+ 5% Technology Fee
Postage Fee Type II - $155
Amount Due
3,95600
19780
15500
$4,308.80
Item Total:
Check Number AuthorIzatIOn
Paid By Received By Batch Number Number How Received
LANNY MCNURLIN HEX ION tJ 055347 In Person
SPECIALTY CHEM
Amount Paid
$4,308 80
Payment Total:
$4,308.80
Date Received:
APR 1 1 2008
o. .
ngrnal SUbmittal
----
Page I of 1
4/11/2008
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B FlELO VERIFY AlL DIMENSIONS. CLEARANCES AND ROUTING PRIOR
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C AlL PIPING MATERIALS TO BE IN ACCORDANCE WITH HEXION PIPE
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KEYED NOTES
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MATERIALS:
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2.) 14-4" SCH 40 CS 90. ELBOWS
Date Received:
APR 1 1 2008
Original Submittal.
::; REVIEW & COMMENT
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Date Received:
APR 1 1 2008
Qriginal submittal.
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Date Received:
APR 1 1 2008
Original Submittal
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CITY OF SPRINGFIELD
VICINITY MAP
DRC2008-00026
280 & 610 S 2nd Street
SITE
Map 17-03-35-32
Tax Lot 7800,
17-03-35-33 TL
300, 500, 2300,
2400,5400,5500
a,d
18-03-02-21 TL
1500
North
f-
Date Received:
APR 1 1 2008
Original Submittal
.
.
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.
TAX MAP /7-03-35-32 TAX LOT 7800
TAX MAP 17-03-35-33 TAX LOTS 300
500 2300 2400 5400 &. 5500 AND
TAX MAP 18-03-02-2/ TAX LOT /500
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Date Received.
APR 1 1 2008
Original Submittal.
SITE DATA
SIT/I COVERAGE TABl1IATION
TOTAL BITE AREA' 6/7990 SF (142 AC)
DEVELOPMENT AREA /3700 SF 103 ACJ
NEW IMPERVIOUS AREA' 0 SF
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EXISTING PIPE BRIDGE
EXISTING FENCE
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APPROX ORDINARY LOW WA TER
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AND TREES
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+--t:I EXISTING STREET LIGHT WITH ARM
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HI DENOTES HEAVY INDUSTRIAL
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FOR SITE REVIEW ONLY
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DATE APRIL 9 2008
SCALE I . = 100'
DRAWN ARS
BY
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BY
PROJ(CT 07-116
NU/IIBER
SHE[T NO C2
Dr 4 SHEfT(S)
IIIJ!IIJI
..
SN"RE
ASSOcrATES
HEXION SPECIALTY CHEMICALS
RELOCATION OF METHANOL UNLOADING PROJECT
MAJORSIIE PLAN MODDICAIION
APPLICATION
Lane County Assessor's Map 17-03-35-33, Lots 300, 500 and 5400
Date Received:
Hexion Specialty Chemicals
470 South Second Street
Springfield, Oregon 97477
APR 1 1 2008
April 11, 2008
Original Submittal
SATRE ASSOCIATES. PC
101 East Broadway. SUite 480
Eugene. OR 97401
Phone 541 465 4721
Fax 5414654722
Toll Free 1 800 662 7094
Web www satrepc com
--
Planners
landscape Architects
Environmental SpeCialists
Apnl 11, 2008
Date Received:
City of Springfield
Development Services Department
225 Fifth Street
Spnngfield, Oregon 97477
APR 1 1 2008
Original Submittal
Attn: Steve Hopkins
Re: Hexion Specialty Chemicals - Methanol Unloading Project
Major Site Plan Modification
Dear Steve,
Enclosed please find application materials for a Type II Major Site Plan
Modification for the proposed relocation of methanol. unloading at the Hexion
Specialty Chemicals site. Included are the application form, written statement and
associated attachments and plan sheets. Per your email dated March 19, 2008 this is
the only application that is necessary for the proposed relocation of methanol
reloading at the Hexion Site on South 2nd Street.
The Written Statement contains general project infoffi1ation, a summary of the land
use request, infoffi1ation about the site, existing conditions and proposed use, as
well as applicable approval criteria and findings. As confirmed in phone and emml
conversations we are submitting only the documents that are applicable ,to our
proposal from the list of required documents on the application form.
As the Applicant's designated contact, Satre Associates is available to answer
questions or provide supplemental information as needed to facilitate the review
process.
We request a copy of the Type II notice to surrounding property owners and to be
advised if the city receives any written comments.
ThmUc you in advance for your consideration of the application. We look forward
,
to workmg with you on the project.
Sincerely,
&c;~ ~
Michael Howard, AICP
Planner
Satre Associates, P C.
-----
--------
HEXION SPECIALTY CHEMICALS
MAJOR SITE PLAN MODIFICATION
APPLICATION
TABLE OF CONTENTS
Cover Letter . . .. .. .............. ..................... . ...............................
Table of Contents ...... ............,....................................................
Application .............................................................................
Written Statenlent ..................... .. ...............................................
No. of Pages
I
1
7
14
Attachments (Bound Herein)
1. Description card and deeds ... .................... ...... .. .. .. .. .. ..... .. . .. .. .
2. Preliminary Title Report ..........................................................
3. Building Pennit Submittal Set....... ................................... .......
18
9
7
Plan Sheet (Bound Separately)
C 1. Site Assessment of Existing Conditions ........................... ...........
C2. Site Plan. . . . .. ..................... ................................. .............
C3. Improvement and Public Utilities Plan... .. .. .. . .. .. .. .. .. . .. .. .... ...........
C4. Grading, Paving and Stormwater Management ...............................
Reduced Site Plan Sheet (Bound Separately)
C2. Site Plan (reduced to 8 5xll)............................. .......................
Date Received:
APR 1 1 2008
Original Submittal
-
a!
- ;1
I
'I
W'RE'
ASSOCIATES
SATRE ASSOCIATES, P.C.
Planners, Landscape Architects and Environmental Specialists
101 East Broadway, SUIte 480, Eugene, Oregon 97401
(541) 465-4721 . Fax (541) 465-4722 . 1-800-662-7094
www satrepc com
April 11, 2008
Date Received:
HEXION SPECIALTY CHEMICALS
METHANOL UNLOADING PROJECT
MAJOR SITE PLAN MODIFICATION
APR 1 1 2008
Original Submittal
WRITTEN STATEMENT
I. GENERAL INFORMATION
/
Project:
Maps and Tax Lots:
Hexion Specialty Chemicals
470 South 2nd Street
Springfield, OR 97477
Subject site: Map 17-03-35-33, Lots 00300, 00500, 05400
Development site: Map 17-03-35-32, Lot 07800;
Map 17-03-35-33, Lots 02300, 02400, 05500;
Map 18-03-02-21, ~ot 01500
Owner and Aoolicant
Hexion Specialty Chemicals
470 South 2nd Street
Springfield, OR 97477
(541) 741-6688
Contact: Jon Berger
Jon.Berger@hexion.com
Planner
Satre Associates, P.C.
101 East Broadway, Suite 480
Eugene, Oregon 97401
(541) 465-4721 · Fax (541) 465-4722
Contact: Michael Howard, AICP
m.howard@satrepc.com
Civil Engineer
Branch Engineering, Inc.
310 Fifth Street:
Springfield, Oregon 97477
(541) 746-0637 · Fax (541) 746-0389
Contact: Damien Gilbert, P .E.
damien@branchengineering.com
Attornev
Perkins Coie, LLP ,
1120 NW Couch Street, Tenth Floor
Portland, Oregon 97209-4128 I
(503) 727-2264 · Fax (503) 346-2264
Contact: Michael C. Robinson, JD
InfO binson@perkinscoie.com
HeXIOn Specialty Chemicals
Major Site Plan ModificatIOn - Wntten Statement
ADnl 11. 2008
Date keceived:
APR 1 HOO8
Page 2
II. Land Use ReQuest
Original Submittal
The applicant, Hexion Specialty Chemicals (Hexion), proposes to make improvements to
their Springfield campus. The proposed modifications include changing the method for
unloading methanol and adding methanol unloading to an existing unloading area ("truck
rack") withln the lots zoned HI, Heavy Industrial (south of the Union Pacific Railroad
Tracks). In addition, a pump will be added to the unloading area to transfer the methanol
from the unloading area via a new pipe to be placed in the existing pipe bridge that will
connect to an existing pipe that currently connects to the existing non-conforming storage
tank north of the tracks (see Attachment 3 and Building Permit Submittal COM2007-01582).
Two development issues meetings have been held with City staff regarding the process for
this application; the first meeting was April 26, 2007 (ZON2007-00015), the second meeting
was held July 19, 2007 (ZON2007-00031). At the second meeting the topic of discussion
focused on unloading methanol at an existing unloading area within the HI zoned portions of
the site (south of the railroad tracks). City staff indicated that five applications may be
necessary for approval: (1) Site Plan Equivalency Map (SPE Map), (2) Discretionary Use, (3)
Modification of a Non-Conforming Use, (4) Willamette River Greenway, and (5) Site Plan
Modification - Major. The SPE Map (DRC2008-00016) and a Pre-Submittal Meeting
application (PRE2008-00016) were submitted February 14, 2008. A Pre-submittal meeting
was held February 22, 2008, at this meeting the applicant presented additional information on
the extent of the modifications to the site. City planning staff provided additional application
comments and indicated, again, that five applications will be required.
A fourth meeting was held March 12, 2008 between City planning staff, the City attorney
and the application team. During this meeting more deliberation occurred about the required
permits, ad~itional information was presented by \ the applicant to clarify the modifications
further. Following this meeting city planning staff (Steve Hopkins) emailed the applicant on
March 19, 2008 to inform the applicant that, because of the existing legal non-conforming
status, and limited scope and location of the modifications and pre-existing conditions of the
site, the only necessary application is a Type II Major Site Plan Modification. The SPE Map
was reviewed and the decision finalized on March 20, 2008.
Specifically, the applicant proposes the following modifications:
Adding alternate methanol unloading. In response to changing global manufacturing of
methanol Hexion intends to alter the method for unloading methanol; current transportation
of methanol is via railcar, however, methanol is now manufactured in Asia and South
America and transported via ship to ports and then carried by trucks. To respond to the shift
in production of methanol Hexion proposes to add truck unloading of methanol at an existing
unloading facility (See Hexion Building Permit, details Truck Loading Station #3) within the
established 'plant south of the railroad tracks (see Site Plan). Chemical unloading, is a
permitted use on Heavy Industrial zoned property within the City of Springfield. The
proposed unloading area is south of the railroad tracks and includes existing secondary
Satre Associates, P.c. . 101 E Broadway, Smte 480, Eugene, OR 97401 . (541) 465-4721 . www satrepc com
HeXIOn SpecIalty ChemIcals
Major SIte Plan ModIficatIOn - Wntten Statement
Ann] 1 L 2008
D~ Received,:
APR 1 1 2008
Pafle 3
containment and all other necessary building, fire an@r~~'b~~mtttablOtGctio113. A new
pump (seal-less design to eliminate leaks) will be placed at this location to connect to a new
pipe that will transport the methanol from this location across the existing pipe bridge to
connect to a pipe, via a "T-connector", that currently connects to the existing non-
conforming tank north of the railroad tracks. Spill control and secondary containment is
provided by an existing 40,000 gallon containment basin; static protection will be provided
via a grounding cable that will connect from the truck to the pump and pipe line and then to
the soil to ensure that all equipment is grounded; lastly the applicant will have a third party
hydro test the new line to 100 PSI (see attachments for detail). The Site Plan shows that the
trucks will enter at a point apposite South D Street and travel along an existing paved truck
" route within the Hexion facility to the unloading area; the trucks will exit onto South 2nd
Street via an existing point of egress opposite South C Street. It is anticipated that
approximately 30 additional truck trips will be made per week to accommodate the proposed
changes; the addition of truck delivery will decrease the number of rail deliveries to the
Hexion site that currently impede vehicular travel along South 2nd Street. No other
modifications are proposed or necessary.
III. The Site and Existin2: Conditions
A. Subiect Site
The proposed modification affects Tax Lots 300, 500 and 5400 of Lane County Assessor's
Map 17-03-35-33 (subject site); in addition to the affected lots the development site includes
Tax Lot 7800 of Lane County Assessor's Map 17-03-35-32, Tax Lots 2300, 2400and 5500 of
Lane County Assessor's Map 17-03-35-33 and Tax Lot 1500 of Lane County Assessor's
Map 18-03":02-21 (development site). All tax lots are owned by Hexion. Tax Lot 500 is
approximately 9.05 acres in size and is the site of the main plant facilities. Tax Lots 300 and
5400 are approximately 2.82 acres in size, includes the pipe bridge (Tax Lot 300) and the
methanol storage tank (Tax Lot 5400). The remainder of the development site is used for
non-chemic~l storage, parking and a laboratory. Tax Lot 1500 is outside the Springfield City
Limits.
B. Location and Site Context
The development site is located adjacent to the Willamette River south of A Street (M'ain
Street) and west of South 2nd Street. Tax Lots 300, 5400, 5500 and 7800 are zoned
(Springfield) and designated (Metro Plan) Light Medium Industrial (LMI). Tax Lot 500 is
located south of the railroad tracks and west of South 2nd Street; this parcel is zoned
(Springfield) and designated (Metro Plan) Heavy Industrial (HI). Tax Lot 1500 is outside the
City limits Thut inside the Metro UGB and is zoned (Springfield) and designated (Metro Plan)
as Low-Density Residential (LDR).
Across South 2nd Street are Tax Lots 2300 and 2400; these two lots are zoned (Springfield)
and designated (Metro Plan) as Low Density Residential and are used for parking. Further
east of the development site, and south of South C Street, are residential properties zoned and
designated Low Density Residential. North of South C Street, and east of South 2nd Street,
the development site abuts LMI zoned and designated land. To the north of the development
Satre Associates, P.C. . 101 E. Broadway, SUite 480, Eugene, OR 97401 . (541) 465-4721 . www satrepc com
. 1te Received:
HeXlOn Specialty Chemicals
Major Site Plan Modification - Wntten Statement
Annl 11. 2008 Pa2:e 4
Original Submittal....,
site is the Millrace and land zoned and designated Booth Kelly Mixed Use and Public Land
& Open Space.
APR 1 1 2008
To the south of the subject property is land outside the C. ity Limits that is zoned and
II
designated l",ow Density Residential and is vacant.
"
C. Site DescriDtion. Current Use. and Existinl! Conditions
As stated aqove, the south parcel is occupied by the main Hexion facility. The parcel is fully
developed, and the, current land use application proposes relatively minor modification in this
area to improve the function of the site.
The north parcel contains a non-conforming storage tank (permitted) and additional storage
of materials that are not chemically related. The parcel is otherwise vacant.
The Flood Insurance Rate Map (FIRM) identifies the site as being in Zone AE, Area of 100-
year flood, based flood elevations determined, Zone FW, Floodway areas inside the 100-year
flood, base flood elevations determined and Zone X outside the SOO-year floodplain (Map
Number 41@39C1l42 F). Soil types on the site are predominately (near 100%) classified in
the Lane County Soil Survey as Urb~n Lane -Hazelair-Dixonville Complex, 3 to 12 percent
slopes (l27C). See plan sheets for boundary locations of these special zones.
No wetlands are identified on the National Wetland Inventory map or the Springfield Local
Wetland Inventory. "
IV. SITE PLAN REVIEW SUBMITTAL REOUIRMENTS CHECKLIST
. Avvlication Fee. A fee is submitted herewith according to the Development Code Fee
Schedule active as of this date.
. Site Plan ReVIew AvvlicatlOn Form. A complete and signed application form IS
submitted herewith.
. Narr~tive. This written statement is submitted as the narrative for this application.
. COVV 'of the Deed. A copy of the deeds is submitted herewith as Attachment 1.
· COVV .of a Prelzminarv Tztle Revort. A Preliminary Title Report was presented at the
time of the pre-submittal application dated February 6, 2008. A copy of that report is
submitted herewith as Attachment 2
· Covv of the SIte Plan Reduced to 8 112" x 11". A reduced Site Plan is submitted
herewith.
· Rizht-of-wav Avvroach PermIt Avvlzcation. A nght-of-way approach permit
application is not applicable to this application.
· Traffic Imvact Studv. Per comments from City public works staff at the time of the pre-
submittal meeting the anticipated increase in truck traffic is not significant enough to
warrant a Traffic Impact Study; as such a TIS is not applicable to this application.
· Stormwater Manazement Svstem Studv and Stormwater Scovinz Sheet. No impervious
surfaces are added with the proposed modifications; as such it is not required that the
applicant complete this study and scoping sheet.
Satre Associates, P.c. . 101 E Broadway, SUIte 480, Eugene, OR 97401 . (541) 465-4721 . www satrepc com
Date Qeceived:
HeXlOn Specialty ChemIcals
Major SIte Plan ModIficatIon - Wntten Statement
Annl 11. 2008
APR 1 1 2008
Pae:e 5
Original SubmittaL
. Site Assessment of Existmf! CondItIOns. The Site Assessment of Existing Conditions is
submitted herewith as Sheet C 1.
. Site Plan. The Site Plan is submitted herewith as Sheet C2.
. Imvro~ement and Public Utilities Plan. The Utility Plan is submitted herewith as
Sheet C3.
. Gradinf!. Pavinf!. & Stormwater Manaf!ement Plan. A grading and paving plan is
submitted herewith as Sheet C4. A Stormwater Management Plan is not required for
this application because no changes to the paved areas are proposed with this
application.
. Landscave Plan. General landscape is noted on the Site Assessment of EXIstmg
Conditions, Sheet Cl. A more, specific landscape plan is not required for this
application since no changes are proposed that require new landscaping.
. ArchItectural Plans. The applicant does not propose any new structures with the
proposed modifications. An existing pipe bridge will carry the proposed pipe and
connept to an existing pipe, see Sity Plan for detail. As such this plan sheyt is not
applicable to this application.
. On-sIte LIf!htinf! Plan. Existing lighting is shown' on the Site Assessment of EXIsting
Conditions, Sheet Cl. No new lighting is proposed with this application; as such this
plan sreet is not applicable to this application.
. Additional Materials, Although the proposed modifications do not affect an overlay'
dIstrict this written statement addresses this concern. No other additional criteria or
materials are required with this application as confirmed by City staff in the Pre-
submittal meeting of February 22,2008.
,
V. APPLICABLE CRITERIA
This section is organized by the applicable approval criteria. Applicable approval criteria
are outlined in bold italics below, followed by proposed findings of fact in normal text.
Approval Criteria - Site Plan Review Modification - Major
In accordl;\.llce with SDC 5.17-145, the Planning Director shall review a Type II Major Site
Plan Review Modification application based on particular criteria as specified in
SDC 5.17-145. SDC 5.17-125 states, the Planning Director shall approve or approve with
conditions an application upon determining that criteria (A) through (E) of this Section
have been satisfied:
(1) Tlte zoning is consistent witlt tlte Metro Plan diagram, and/or tlte applicable
Refinement Plan diagram, Plan District map, and Conceptual Development Plan.
Findings
The development site is located within the LMI, Light Medium Industrial; HI, Heavy
Industrial zoning districts. Portions of the site to the north are within the Springfield
Booth-Kelly Mixed-Use (BKMU) District, the Willamette Greenway (WG) Overlay
District and Flood Plain Overlay District (FP) boundaries. However, the portion of
Satre Associates, P.C. . 101 E Broadway, SUIte 480, Eugene, OR 97401 . (541) 465-4721 . www satrepc com
Date Received:
HeXIOn Specialty Chemicals '
Major Site Plan ModIficatIOn - Wntten Statement
Ann 1 11. 2008
APR 1 1 2008
VI i~i'lal G\.It;11~ttCiI
Page 6
the development site that is involved with this application (Tax Lots 300, 500 and
5400) is not within the boundaries of the special overlay districts mentioned above
(see Site Plan). The LMI and HI zones regulate the uses and associated development
standards and the WG zone provides additional review procedures and criteria. There
are no applicable refinement plans, plan district maps or conceptual development )
plans for the portion of the development site affected by this proposal. Therefore,
because the underlying zoning, rather than the Willamette Greenway Overlay District,
regulates uses and associated development standards, and because the zoning is
consistent with the Metro Plan Diagram, SDC 5.17-125(A) is met.
(2) Capacity requirements of public improvements, including but not limited to, water
and electricity; sanitary sewer and storm water management facilities;, and streets
and !lraffic safety controls shall not be exceeded and that the public improvements
shall be available to serve the site at the time of development, unless otherwise
pro~ided for by this Code and other applicable regulations. The Public Works
Director or a utility provider shall determine capacity issues.
Findinrls
Applicable public improvement standards can be found in Sections 4.1-100, 4.2-100
and 4.3-100 of the Springfield Development Code (SDC) and the City's Engineering
Design Standards and Procedures Manual (EDSPM).
The. sl1;bject site is in an area that is currently fully served by public and private
utilities and public streets. The impact of the proposed modifications on the capacity
of public improvements will be minor. Modifications on the north side of the railroad
tracks will add one pipe and connection to the existing methanol storage tank built to
meet the latest building and fire codes; the change will not be significant. The
I
proposed modifications on the south parcel include the addition of one pump (of seal-
less "design to eliminate the risk of leaks), and a pipe to cross over the railroad tracks
witHin an existing pipe bridge (see Site Plan) this will not increase current electric or
water. The proposed modifications covered by this application do not include any
changes that will increase or decrease the demands of the sanitary sewers.
The area of impervious surface will not be increased on either the north or south
parcels. As such no increase III the storm flows is anticipated. Stormwater runoff from
the existing impervious: surfaces will be treated structurally and/or vegetatively prior
to leaving the site as is the current practice.
"
The proposed modifications will not substantially increase the truck traffic to the
site's existing unloading facility. Currently the plant operates with approximately 140
trucks per week delivering chemicals to and from the unloading area; the proposed
changes will add approximately thirty (30) truck trips per week (the Hexion facility
has historically operated with approximately 175 to 210 truck deliveries per week).
Since the proposed modifications do not include any substantial increases in new
services, changes of use or operations there will be insignificant changes in trips to
Satre Associates, P.C. . 101 E Broadway, SUite 480, Eugene, OR 974ql . (541) 465-4721 . www satrepc com
r~te Received:
HeXIOn SpecIalty ChemIcals
Major SIte Plan ModIficatIOn - Wntten Statement
Avnl 11. 2008
APR 1 1 2008
Page 7
Original Submittal
and from the Hexion facility and, therefore, no new capacity issues with streets or
traffic safety. controls.
The ajJove findings, together with the site plans and supplemental information
submitted herewith, demonstrate that the applicant has met the requirements of this
standard.
(3) The proposed development shall comply with all applicable public and private
design and construction standards contained in this Code and other applicable
regu'Zations.
FindinlZs
Applicable public and private design and construction standards can be found 'in
Chapter 4, Development Standards of the Springfield Development Code (SDC) and
the City's Engineering Design Standards and Procedures Manual (EDSPM). Other
applicable standards are contained elsewhere in the code. The majority of the
development standards cited in the Springfield Code are not applicable to this
modIfication request. A review of the development standards follows with findings
presented herein.
SDC Section 3.2-400 - LMI. HI. and SHI Industrial Zoninf! Districts
Many of the improvement standards cited in Section 3.2-400 are not applicable to this
modification request. Of those which do apply to this modification request, the
following findings are submitted.
Schedule of Use Categories (SDC 3.2-410)
The use category "Chemical and chemical products" is not allowed within the LMI
zon~, however, it is allowed within the HI zone. The proposed modifications will add
unlo'ading of methanol to the HI zone where it is a permitted use. The methanol will
be piped along an existing pipe bridge crossing the railroad into the LMI zone and
will connect to an existing permitted non-conformmg methanol storage tank. During
previous meetings, cited above, City staff confirmed that no other applications are
necessary; as,such this standard i~ met.
LotlParcel Size Standards (SDC 3.2-420)
The minimum lot size in the LMI and HI districts is 10,000 square feet. The three lots
within the subject side are Tax Lots 300, 500 and 5400. With areas of 24,394 square
feet for Tax Lot 300,394,218 square feet for Tax Lot 500 and 98,446 square feet for
Tax Lot 5400 this standard is met.
These findings together with site plans and supplemental information'-submitted
herewith demonstrate that this standard is met.
,
Satre Associates, P.C. . 101 E. Broadway, ~U1te 480, Eugene, OR 97401 . (541) 465-4721 . www satrepc com
IF'\ate Received:
HeXIOn SpecIalty ChemIcals
MaJor SIte Plan ModIficatIOn - Wntten Statement
Avnll1. 2008
APR 1 1 2008
Page 8
Original Submittal
Lot Coverage Standards (SDC 3.2-420)
Lot coverage is limited only by conditions of other standards within the code. The
proposed modifications will not change the area of lot coverage on the site. As such
this standard is not applicable.
Setback Standards (SDC 3.2-420)
Standard setbacks are 10 feet for front yard building setback, 5 feet for parking,
driveway and outdoor storage, 10 feet for interior side and rear yard building setbacks
from residential districts and the CI district, and 5 feet for mterior and rear yard
building setbacks for parking, driveway and outdoor storage. There are no
improvements proposed with 10 feet of any property line on any tax lot. No other
setback standards within this section are applicable.
These findings together with site plans submitted herewith demonstrate that this
standard is met.
Height Standards (SDC 3.2-420)
The subject property abuts Low Density Residential (LDR) property to the east. The
standard for maximum height within the LDR district is 30 feet for a distance of 50
feet from the residential district. The applicant's proposed modification does not
change the height of any structure on the subject site. The proposed modification will
add a pipe to an existing pipe bridge that is 26 feet in height. Since no increase in
height is proposed this standard is not applicable.
SDC Section 3.3-200 - Drinkinf! Water Protection Overlav District
This, site is outside the zone of concentration as such this overlay does not apply to
the subject property. ' ·
SDC Section 3.3-300 - Willamette Greenwav Overlav District
The 'Willamette Greenway Overlay District applies to the development site since Tax
,
Lots" 500 and 5400 are within 150 feet of the ordinary low water .line on the channel
of the Willamette River. Many of the improvement standards cited in Section 3.3-300
are not applicable to this modification request. Of those which do apply to this
modification request, the following findings are submitted. As indicated in the
meeting held March 12, 2008 a Willamette Greenway Development permit is not
required for this application.
Greenway Setback (SDC 3.3-325)
.A Greenway Setback line has been established September 4, 1984 per Ordmance
Number 5261 (see attached copy of the ordinance). The submitted Site Plan shows
the location ?f the setback line and the 150 foot setback line for the Greenway
Overlay district as surveyed by the applicant. With the adoption of the 1984
ordinance the setback line was established and this standard is met.
Satre Associates, P.C. . 101 E Broadway, SUIte 480, Eugene, OR 97401 . (541) 465-4721 . www satrepc com
ate Received:
HeXIOn SpecIalty ChemIcals
MaJor SIte Plan ModIficatIon - Wntten Statement
Avnl 11. 2008 .
APR 1 1 2008
Page 9
Development Standards (SDC 3.3-330)
A discretionary use application is not necessary;
applicable to the proposed modifications to the site.
Original Submittal
as such thIS standard IS not
SDC Section 3.3-400 - Floodolain Overlav District
The Floodplain Overlay District applies to the development site since Tax Lots 500
and 5400 contain areas of special flood hazard. However, as the Site Plan shows the
proposed modifications are outside of the area of special flood hazard; as such the
special standards of SDC 3.3-400 are not applicable to. this application.
,
SDC Section 3.4-300 - Booth-Kellv Mixed-use District
A small portion at the far north of the development site is within the Booth-Kelly
Mixed-use District. However, the improvement standards cited in Section 3.4-300 are
not applicable to this modification request since the proposed modifications are on
property that is outside of the district boundary.
Chaoter 4 - Develooment Standards
The majority of the improvement standards cited in Chapter 4 are not applicable to
this modification request. Of those which do apply to this modification request, the
following findings are submitted.
Stre{!ts - Public (SDC 4.2-105)
No public streets are proposed or required as part of this request. The north parcel is
partially developed and has access from South 2nd Street and via South B Street. The
south parcel has multiple access points to the fully developed South 2nd Street along
its east boundary.
'.
Based on the findings presented above and the site plans submitted herewith, this
standard is met.
Street Standards - Private (SDC 4.2-110)
No private streets are proposed or required as part of this request. Therefore, this
section does not apply.
Site Access and Driveways (SDC 4.2-120)
The existing development has several approved access points that provide direct
access to South 2nd Street and South B Street. The applicant's proposed modification
neither proposes any new drivew~ys nor to alter any ofthe existing driveways.
,
The existing primary inlress for truck deliveries is opposite the intersection of South
D Street and South 2n Street. The existing primary egress for truck deliveries is
opposite the intersection of South C Street and South 2nd Street (see Site Plan for
detail). Existing trucks travel in a direction from south to north through the
development site on an existing paved surface. This proposal will have all new truck
Satre Associates, P.c. . 101 E Broadway, SUIte 480, Eugene, OR 97401 . (541) 465-4721 . www satrepc com
Date Received:
HeXIOn SpecIalty ChemIcals
MaJor SIte Plan ModIficatIOn - Wntten Statement
Avnl 11. 2008
APR 1 1 2008
onglnal d"uomlUeil
trips travelling on this established route and will not significantly increase the impact
to the site or surrounding land uses.
Page 10
I
These findings, together with the site plans submitted herewith, demonstrate that this
standard is met.
Intersections (SDC 4.2-125)
No new intersections or modifications to existing intersections are proposed,
therefore, these standards do not apply.
Vision Clearance (SDC 4.2-130)
As shown on the site plans, the applicant has met the vision clearance requirements of
SDC 4.2-130. Where the driveways connect onto South 2nd Street the applicant is
providing a 10 foot deep physically unobstructed vision clearance zone where the
driveways intersect the street. The intent is to ensure the safety of motorists and to
provide clear visual access to the building.
----
These findings, together with the site plans submitted herewith, demonstrate that this
standard is met.
Sidewalks (SDC 4.2-135)
No new sidewalks or modifications to existing sidewalks are proposed, therefore,
these standards do not apply. .
Street Trees (SDC 4.2-140)
No new street trees, impacts or modifications to existing street trees are proposed or
anticipated, therefore, these standards do not apply.
Street Lighting (SDC 4.2-145)
As stated above all public streets abutting the development site are existing and
improved. These improvements include existing street lights. Therefore, no new
streetlights are proposed and the standards in this section are not applicable.
Bikeways, Pedestrian Trails and Accessways (SDC 4.2-150,4.2-155,4.2-160)
There are currently striped on-street bIke lanes on South 2nd Street along the eastern
edge ofthe site.
The Eugene-Springfield Regional Transportation Plan (Trans Plan) shows existing
on-street bicycle paths on South 2nd Street. There are no existing or proposed
bikeways or pedestrian trails shown through the subject site.
The Springfield Bicycle Plan also shows on-street bicycle paths on South 2nd Street.
The proposed development does not impact any of these existing or planned
bikeways. Based on these findings this standard is met.
Satre Associates, P.C. . 101 E Broadway, SUIte 480, Eugene, OR 97401 . (541) 465-4721 . www satrepc com
HeXIOn SpecIalty ChemIcals
MaJor SIte Plan ModIficatIOn - Wntten Statement
Aonl 11. 2008
Date. ,eceived:
APR 1 1 2008
Page 11
Original submittal.
Sanitary Sewers (SDC 4.3-105) I
No improvements are proposed that require or impact the sanitary sewers, therefore
these standards do not apply.
Storm water Management! Water Quality Protection (SDC 4.3-110/115)
No improvements, or increased impervious areas, are proposed that require or impact
the sanitary sewers, therefore the standards of SDC 4.3-11 0 (a) - (g) are also
unaffected.
Two (2) Water Quality Limited Watercourses (WQL W) are located adjacent to the
development site: the Willamette River (> 1,000 c.f.s.) and the Mill Race (< 1,000
c.f.s.). Associated with the two WQL Ware riparian areas that are located within and
adjacent to the development site. The riparian setbacks for these two water bodies are
shown on the Site Plan, the setback for the Mill Race (< 1,000 c.f.s.) is 50 feet, and
the setback for the Willamette River (> 1,000 c.f.s.) is 75 feet. The existing methanol
storage tank is outside the 75-foot riparian setback of the Willamette River, however,
the secondary containment and unloading area is within the setback; there is no
existing or proposed impact to the Mill Race riparian corridor. The proposed
modifications include a new connection to an existing pipe that connects to the
methanol storage tank outside of the 75~foot Willamette River riparian corridor
setback. Furthermore, the unloading area has spIll control and secondary containment
provided by an existing 40,000 gallon containment basin. The location of connection
is outside of all riparian corridors.
;
Since there is no impact to WQL W riparian corridors and no new impervious
surfaces, or development added to the site that would affect stormwater, this standard
is met.
Utilities (SDC 4.3-120-140)
The proposed improvements will not require any new off-site utility facilities, and no
new utility easements should be required by any utility provider. Extension and
modification of the existing on-site utilities will accommodate the proposed
modifications.
These findings together with site plans and supplemental information submitted
herewith demonstrate that this standard IS met.
Wireless Telecommunications Systems Facilities (SDC 4.3-145)
The applicant does not propose to site or otherwise construct wireless
telecommunication systems or facIlities as part of this request. Therefore, this
standard does not apply.
Satre Associates, P.C. . 101 E Broadway, SUIte 480, Eugene, OR 97401 . (541) 465-4721 . www satrepc com
HeXIOn SpecIalty ChemIcals
MaJor SIte Plan ModIfication - Wntten Statement
Aonl 11. 2008
D ) Received:
APR 1 1 2008
Page 12
0" I Submittal
Planting Standards (SDC 4.4-105) nglna
The applicant's Site Plan shows the existing landscaping provided along South 2nd
Street and adjacent to the Willamette River. The proposed modifications, do not
change impervious surface areas, change parking areas or affect the site design in any
manner (except to add one pump, one pipe to an existing pipe bridge and one
connection to a pipe that currently connects to the storage tank); as such the
modifications are not substantial enough to require additional plantings and these
standards are not applicable.
Screening (SDC 4.4-110)
Regard~ng subsection (l)(a) screening is required where commercial and industrial
districts abut residential districts and no approved screening exists. The existing
development screens the adjacent residential property to the east with landscaping
along South 2nd Street as approved for the existing unloading of trucks.
The findings presented above together with the site plans and supplemental
information submitted herewith, demonstrate that the applicant has met this standard.
Fences (SDC 4.4-115)
No improvements are proposed that reqUIre or impact fences, therefore these
standards do not apply.
On-Site Lighting Standards (SDC 4.5-100) )
No improvements are proposed that require or impact on-site lighting, therefore these
standards do not apply.
Off-Street Parking Standards (SDC 4.6-100)
These standards specify the amount of parking required for particular uses. The
proposed modifications do not include any change in use or an increase to building
area that would require a change to the minimum parking requirement, therefore, this
standard does not apply.
Vehicle Parking (SDC 4.6-110)
No improvements are proposed that require or impact on-site parking, therefore these
standards do not apply.
Vehicle Parking - Parking Lot Design (SDC 4.6-115)
No improvements are proposed that require or impact parking lot design, therefore
the,se standards do not apply.
Vehicle Parking - Parking Lot Improvements (SDC 4.6-120)
No improvements are proposed that require or impact parking lot improvements,
therefore these standards do not apply.
Satre Associates, P.C. . 101 E Broadway, SUIte 480, Eugene, OR 97401 . (541) 465-4721 . www satrepc com
Dc. Received:
HeXlOn SpecIalty ChemIcals
MaJor SIte Plan ModIficatIon - Wntten Statement
Aonl 11. 2008
APR 1 1 2008
Page 13
.
Vehicle Parking - Parking Space Requirement.P~~~~~Jtal
No improvements are proposed that require or impact parking space requirements,
therefore these standards do not apply.
Loading Standards (SDC 4.6-130/135) /
No new off-street loading facilIties are proposed, however, limited modifications to
existing loading facilities are proposed. The applicant proposes to add one pump and
pipe, remove a section of asphaltic berm and replace it with a new section of asphaltic
berm (see detail in Site Plan).
1 All necessary loading areas for commercial and mdustrzal development shall
be located offstreet and provided in addition to the reqUIred parking spaces
As shown in the Site Plan the existing unloading facility is outside of the
public right-of-way, an existing chain link fence separates the unloading area
from the public right-of-way.
2 Vehicles m the loadmg area shall not protrude into a public right-of-way or
Sidewalk
An existing chain link fence separates the unloading area from the public
right-of-way, thus preventing the protrusion of vehicles.
3 The minimum sizes required for commercial and industrial loadmg areas are
as follows
The existing unloading area is greater than 750 square feet, the proposed
modifications do not affect the size of the unloading area.
4 The required loading area shall not be less than 10 feet Wide by 25 feet long
and have an unobstructed height of 14 feet
The unloading area is greater than 10 feet wide and longer than 25 feet and
has an unobstructed height greater than 14 feet. See Site plan for more details.
5. A school having a capacity greater than 25 students shall have a drzveway
designed for the contmuous forward flow of passenger vehicles for loadmg
and unloading children
This standard does not apply.
The findings presented above together with the site plans and supplemental
information submitted hereWIth, demonstrate that the applicant has met this standard.
Bicycle Parking Standards (SDC 4.6-140/150)
No modifications are proposed to existing bicycle parking and no changes in use are
proposed that would require an increase in bicycle parking. Therefore this section
does not apply.
Satre Associates, P.c. . 101 E Broadway, Suite 480, Eugene, OR 97401 . (541) 465-4721 . www satrepc com
P-~e Received:
HeXlOn SpecIalty ChemIcals
MaJor SIte Plan ModIficatIon - Wntten Statement
Aonl 1 L 2008
APR 1 1 2008
Page 14
Original Submittal
The above findings, together with the site plans and supplemental information
submitted herewith, demonstrate that the applicant has met the requirements of this
standard.
(4) Parking areas and ingress-egress points have been designed to: facilitate vehicular
traffic, bicycle and pedestrian safety to avoid congestion; provide connectivity
within the development area and to adjacent residential areas, transit stops,
neighborhood activity centers, and commercial, industrial and public areas;
minimize driveways on arterial and collector streets as specified in this Code or
other applicable regulations and comply with ODOT access management standards
for state highways.
FindmlZs
No modifications are proposed to existing parking areas or ingress! egress points, and
no changes in use are proposed that would require changes. Therefore this section
does not apply.
(5) Physical Features, including but not limited to: steep slopes with unstable soil or
geologic conditions; areas with susceptibility of flooding; significant clusters of
trees and shrubs; watercourses shown on the WQL W Map and their associated
riparian areas; wetlands; rock outcroppings; open spaces; and areas of historic
and/or archaeological significance, as may be specified in Section 3.3-900 or ORS
97.740-760. 358.905-955 and 390.235-240, shall be protected as specified in the
Code or in State or Federal law.
FindinlZs
The proposed modifications in the application do not affect the physical features
listed in this standard; as such this standard is not applicable. The development site
has no significant clusters of trees or shrubs, no wetlands, no rock outcroppings, no
other significant physical features or identified historic features to evaluate or protect.
The two WQL W watercourses and associated riparian areas are outside of the impact
area of development and are not affected by this proposal; as such they do not need
further protection as a result of this proposed modification. Since no impact occurs
this standard is met.
III. Conclusion
Based on the information and findings contained in this written statement and enclosed
plans, the proposed Site Plan Review Modification - M~or meets the criteria of approval .
contained in the Springfield Development Code. Therefore, the applicant requests that the
Planning Director approve the proposal as presented. Both the applicant and the applicant's
representative are available for questions as necessary.
G
Satre Associates, P.c. . 101 E Broadway, SUIte 480, Eugene, OR 97401 . (541) 465-4721 . www satrepc com
L-
ATTACHMENT 1
I/rz:::.,/( QP Cfl~~G--?L
e(;ot;
OFFICIAL RECORD Of DESCRIPTIONS Of REAL PROPERTlE~
OFFICE OF COUNTY ASSESSOR LANE COUNTY. OREGON
#52799
(1)
OLD NUMBER 314 938
..~,..... _._~"_.,....,... ...."..,........." ....... .,.coc.......;.:.. :.:...",.....'...c...... '..... ....c:,., . .....-_.....
! ~~p 17 03 35 3 2 I [~~ NO 7800 1 35
ACCOUNT NUMBER SECTION
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TOWNSHIP 17 S RANGE 3W
WM
I INDENT EA.CH NEW I
COURSE "0 THIS POINT
V
LEGAL DESCRIPTION page 5:
DEED RECORD ACRES
DATE OF ENTRY DEED NUMBER REMAINING...
Beg. at the SE. corner of BlY.18,Extended
Survey oflSprinrfield, as platted& recorded In Vol.
1/1, LCODR. in LCO. run thence due I'"T ~
I North 256.97 ft. along the East line of
said B1k.1 to a pOlnt on the North bank of the Millrace
running thru Blk.18 & 19, sald Dlat, thence downstream
on the No~th bank along the following chords
I N.87008'50"W. 164.20 ft. thence
: S .86059105'#. 177.87 ft. II
.N..65g~~I.9~!IW.~" ~~.5d ft'~h II
'S'.i350d'~'W-. ,..: 100 .32e'rt. L enfj(>
N.86051'35I1W. 50.09 ft. n
S.54040'30IlK. 80.13 ft. to a point 78.0 ft
S.0017'351"E. & 285.74 ft.. S.89042'25f1W. of the NE.
corner of, saj.d Bll' .19, thence leaving said North bank,
- N.Ooo17'35111L 78.00 ft. tc the North line
of sald Bilk., the~ce
i S.89042'25"'..!. 37.0C- ft. along the North
line, th.: South 215.82. ft. thence
. ; West 30.00 ft. to the vvillamette
River, tr,~nce upstream along said river
I S .28044' E. 108.44 ft. to a point on the
South liIlie of said Blk.19, thence
'S. 890 52' 301lE. 696.60 ft. along the South
lines of !said Blks 18 & 19, to the POB. all in Spfg.
Oref"on. I
;
I
!EXCEPT:
8808605 f01 1989
I
Cont. mil
0.22 ac to parc1e 7805 per R1503/
'cont mil
1969
R4l2/42627 /
Oal:e Received:
JIPR 1 1 2008
Original Submittal
3.98
3.76
. .... '10' ~. ~. ~
]v At!/f~r7 f}~
l tlf2.-j v(2rfa1 Date Received:
Hu~ CCT:::>~ 1-~ /cf6g> APR 1 , 2008
Original Submittal
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Date Received:
APR 1 1 2008
Original submittal
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Code AreG.~- Townshlp-'--Range sectIOn
35
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PrevIous Ac;;-ount Numb~r
Remarks
----
14
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f/.6.f[O.l- Cf/4?h-/ 6~
_ _.Eage 1 of '-'
j/f6~<-~ - Parcel Numbe, '
85PARCEL RECORD - Cartographic Unit
1749819
3
3
05500
~~~
M?p Number
Tax Lot Number
History of Parcel Pnor to Re-mapptng
PrevIous Tax Lal Number
Date Received:
APR 1 1 2008
Original Submittal
Type
Special
Interest
-Number- ~ ---~---
Formerly part of
J
I
NEW PARCEL
/7 - (j .3 - 3 s-- 33- oo.39d'
History of Parcel
Date of Entry/
AcqUisition
Deed Record
Volume I Page
Exceptions/Additions
063401
2005
2004
.::floGS - Q ?3 3 x-.tI7
Acres
Remalmn(1
0.24
c
I
-I
(]-o"!- '35'"-32-.
RfjJ'URN TO CASCADE TinE GO 0 0 I
~~
E~
CASCAcEi
ESCRDW
\
~~~~.~JJ~~1
rlllr 1III'IIIII'IIm '1111111111111111111111 $31.00
H .93..502.1050333l..70020025 05/10/2005 11:20:48 M
RPR-DEED Cnt.=l SLn::& CASHIER 07
$10.00 $11.00 $10.00
Dlvlalgn or Chief DepuLy Clerk
Lane CounLy Deeds and Records
TITLE NO 0245034 C:~
ESCROW NO. EU05-1040
TAX ACCT. NO. 0315059
QUITCLAIM DEED
BRENT N. MCLEAN and BARBARA M. MCLEAN, WIth rights ofsurv.vorshlp, Grantor, does remise,
release and QUltclaJlll to BORDEN CHEMICAL, INC A NEW JERSEY CORPORATION, Grantee, the
followmg descnbed real property.
All that portion of Lot I, Lot 2, and the East one half of Lot 3, of
Block 17, lying South of the Southerly rJ,ght-of-way of South "B"
Street, and West of the Westerly r~ght-of-way l~ne of Second Street and
North/of the Northerly right-of-way l~ne of the On~on Pac~fic Ra~lroad
more spec~f~cally described as: Beg~nn~ng at the Southwest corner of
the cross~ng of South "B" Street and Second Street ~n the c~ty of
Springfield, in the State of Oregon, County of Lane sa~d corner be~ng
also the Northeast corner of Lot 1, ~n Block 17; thence South along the
Westerly r~ght-of-way l~ne of Second Street for a d~stance of 21.52
feet to the Northerly r~ght-of-way l~ne of the Un~on Pac~fic Ra~lroad'
thence along sa~d r~ght-of-way south 63. 13' 50" West for a d~stance of
184~81 feet; thence leaving said right-of-~ay llne North for-a d~stance
of 105.12 feet to the Southerly r~ght-of-way l~ne of South Second
Street, thence East along s~ right-Of-way l~ne for a d~stance of
165 00 feet to the po~nt of beg~nn~ng, in Lane County, Oregon.*
*see attached EXhibit A for continuation of legal description.
THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN TillS
jINSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE
SIGNING OR ACCEPTING TillS IN:. J KliMENT, THE PERSON ACQUlRlNG FEE TITLE TO THE
I PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING
DEP ARMENT TO VERIFY APPROVED USES AND TO DETERMINE ANY LIMITS ON LAWSUITS
AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930.
The true conSideratIOn for thIS conveyance IS $51,000 00 . paid to an accommodator prusuant to
IRe 1031.
Dated thIS ~ day of ma... 5rCS-
~~
J:l=NTN. MtLEAN
&L~.fnCl.!ttn
BARBARA M MCLEAN
Slate of Oregon
County ofLANE
~r
IOTARYPUBUC.~
COMMISSION NO. 886541
MYCIllIIOSSIOfj EXIW.S 1IErBlBEII20.1a
~N MCLEAN
-X _-/ ~
~Publi~
My cOlmmsslOn expires I a. ~\d
,
ThIs mstrument was acknowledged before me
and BARBARA M MCLEAN
BRENT N MCLEAN
P.O BOX 70105
EUGENE. OR 97401
GRANTOR'S NAME AND ADDRESS
Unl1l a change IS requested
all tax statements shall be
sent to the followmg address:
...SAME AS GRANTEE..'
BORDEN CHEMICAL, INC. A NEW
JERSEY CORPORATION
155 WEST A. A.I
SPRlNGFrnLD. OR 97477
" GRANTEE'SNAMEANDADDRESS
After recording rernrn to
CASCADE TITLE CO
811 WILLAMEITE
EUGENE, OR 97401
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Date Received:
APR 1 1 2008
Oric inal submittal
~
Exhibit A
Excepting therefrom all those certain minerals and rights to minerals reserved by Union
Pacific Railroad in deed to Brent N. McLean and Barbara M. McLean, recorded August
11,2004, reception no. 2004.063401, Lane County Deeds and records.
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Date Received:
APR 1 1 2008
Original Submittal
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OFFICIAL RECORD OF'DESCRIPTIONS OF REAL PROPERTIES
OFFICE OF COJiNTY AS5.,=SSOR LANE COUNTY, OREGON
LODE
JO
52797-A-i '
OLD NUMBER
I~,AP ITAX-
L~., 1 :".~~~~~~~~~f~~~~~8E~10~
LOT (1-1) BLOCK 17
NO NO
31 5 04 2
SECTION 34
TOWNSHIP
17
S
ADDITION Ma p of Snringfield
RAN(,:E
3W
WM
AERIAL PHOTO
CITY
DEED RECORD
DATE OF ENTRY I DEe:D NUMBER
ACRES
REMAINING
Beginning at the Northwest corner of Block 17 1944
of Springfield situated in Section 35, Tw~ 17 S, R 3 W
of t.he WM:, thence
; S89033 IE 132.0 ft. along the North line of ~
said Block 17 to t.he northeast corner of Lot 4, Block 17) J99c:'uld..l2dlra{4-~.~3';)''73
thence ' / I
: SOo27lW 120.71 ft.along the East line of Lot 1 t 0
to the northerly right of way of the Southern Pacific t.Col-/r"'-:-'~ tv, rljr"IJ
Railway, thence
S63042'W 147.82 ft. along said northerly righi
of way line to the West line of said Block 17, thence
NOo27rE 187.24 ft. along said West line to thE
point of beginning, cant. 20,325 sq. ft.
I INDENT EACH NEW I
COURSE TO THIS POINT
..
LEGAL DESCRIPTION
BegllLning at the northwest cor~er of Lot 3 in 1941
Block 17;' thence
Southerly 120.71 ft. along the west line of
said Lot 3 and the southerly extension thereof, thence
,Northeasterly in a ~irect line 36.95 ft. to a
point perpendicularly distant easte~ly 33.0 ft. from thE
west line,of said LGt 3 and perpendicularly distant
, southerlyil04.08 from the nort~erly line of said Lot 3;
thence
Northerly parallel with the west line of said
Lot 3 a distance of 104.08 ft. to the north line of sai~
Lot 3, thence
;Westerly thereon, 33.0 ft. to the point of
beginning., contaLning 3709 sq. ft: more or less.
1967
'ALSO k vacated Mill Street adjoining on the W.
cant. 5174 sq. ft.. (0.12 acres)
247/104
(1.09
245/506
R297hL.SS4
0.55
0.67
Date Received:
APR ' 1 2008
Original Subrr ittal
S.27()1 ,'- TI
OFFICIAL RECORD OF' D'c$CRIPTlqNS OF REAL PROPERTIES
OFFICE OF CO,JNTY ASSESSOR LANE COUNTY, OREGON
C'OD'E
NO
_3:31%0
OLD NUMBER
~~p 17.C":?5.3.3Ir~No. 2 of '30(1
ACCOUNT NUMBER
AERIAL pHOTO
LOT
NO
4 and 5
BLOCK
NO
17
ADDITION Ifap of Spl' ingfia-' d
WM
I CITY
: SECTION TOWNSHIP S RANGE
DEED RECORD
ACRES
REMAINING
I INDENT EACH NEW I
COURSE TO THIS POINT
V
LEGAL DESCRIPTION
DATE OF ENTRY DEED NUMBER
19LcLf
245/5C6
Lots 4 and 5, Block 17 Also ~ vacated Mill
street on the West.
Date Roceived:
APR 1 1 2008
Ori ~inal Submi tal
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, n parcel of land 111 ~loc~ ~o. 17
I n -
,OI upriubfield, ~ltu~~sd in 0sction
:55 lo~nbh1~ 17 0outn, d&n68 3 ~e5t,
; '1.;Jl., L1:ine County, Urebon, the :3[ id
,}arcel oeius de5cri~sd &5 follows:
'SoutH
oeg1DDiDg at tile bouthe~st corne~
:of Lot 4, DloCL 17 of 0)ringf1eln
i"Lhence
0.71 ft. ,to the Northerl] _ight of waY
I ,the SouthErn ?E.c1fic Railvmy,
,L.6':;G42'\.. !147.82 ft.. 'alone; sa.id. Northerly ri:?;ht of
to the wiest line of .bloc~ 17,
N.uo 2711. 67.~4 ft. ,along E.hid. ~.€bt line, thence
ita tHe .!?l8.~E of L'e~i111}ing.
11ue of,
thence
w&.y llr1j8
tnsnce
East
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Date Recei1 fed:
i APR 1 1 2m'8
Original SJbmittal
I
OFfiCIAL RECORD OF DESCRIPTIONS OF REAL PROPERTIES
OFFICE OF COUNTY ASSESSOR LANE COUNTY, OREGON
OLD NUMBER
rM-;:;'~"-'~';".~""."'.'"''':''''''''''~~~r:;:;;c---~'''''''
'NO 17-uJ-35-3-3 ILOTNO 5400
, ACCOUNT NUMBER
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35
I INDENT EACH NEW I
COURSE TO THI9 POINT
T
I
I Beg. at the SE. cor. of Blk.19,of Spfg.
as platted & ree. in Vll. 1/1 , LCODR., thence
I ~~st along the South line of sald Blk.19,
to the vrilla..met te RlVer, thence
! 311yalon the east bank of the Hillamette
River to an lntersection with the N1ly llne of the S.
P. RR. eol r/w, thence
: E1lyalong the N'ly r/w line to an inter-
section with the east line of Blk.16, of Spfg. thence
33.0 ft. more along said N'ly r/w line; th~nce
North & parallel Fith the east hne of
Blk.16 to a pOlnt 33.0 ft. East, along the-extended
~outh linb of Blk.19, thence 33.0 ft. West to the
. I
POB. 1n LpO.
,
LEGAL OEseRIPrlON
Cont.
m/l
TOWNSHIP
17
3li{
S RANGE
WM
DEED RECORD
OA TE OF ENTRY f DEED NUMBER
,
ACRES
RC:MAINING
1967 R282/39597
11C(r;uJct R.;2/~'1~X~d73 ..-/
2(.00
Oafe Received:
#iPR 1 1 2008
Original :;ubmittal
jL.. Zf 6, / - It:; z. .)'6 <-; j;)
(.. - ( _.. .. ~c INSURANCE CO.
..Ii;) COLlHTAV cwa ROAD
SUITE"150
EUGENE.O". t7.co1
ORBIOII
IPI!CIAL WARIWII'Y DEED
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Date Received:
APR 1 1 2008
Original submittal.
08/09/2007
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Date Received:
APR 1 1 2008
Original Submittal
08/09/2007
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a: ~"';ftict1a i. th nol. Pt1't of the oouldHatioD (hdiaate
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Date Received:
APR 1 1 2008
Original Submittal
08/09/2007
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.8IQIIJlmm".~ . point on the Rortb l1ne\'f South "D" street in Springfield
~egon, .ala poiftt wing" South 89. 57' w..t 90.0 feet. from the Southeut corner
0' Lot: 10" .;L~ 14,._.......:.....,....<10.. MAP or SPR:tJfQrDID, platted and recorded in Book
wl-, p,eo."l, Lihe COunty Or~OD Deed Record., run tbene. Horth parallel to the
W.,t ~ln of Soutb 2nd Str..t, 50.0 f..t, thence Borth 890 57' Eaat parallel
with. .000tb line of South "D" Street, ,90.0 feet to the Meat margin of South
2D4 .i::i:..t:, thenc. IIorth along the ..14 w..t margin, 380.30 feet to a point that
i. 146.0 f..t Southerly frea when me..ured at right angle. to the Southerly line
of lout:Ji" II.,!, "~r..1a ,then~ Weet pual1el with t.he Southerly line of .aid South
"JllI Itll..t; 19.19 f..t to the Southerly line of the Southern Pacific Railroad
rl9ht Of""",, tbenCl. South 63. 15' 30" W..t 810ng the aaid Southerly right of
way 5~J f..~, .oz. OZ' 1..., to the r~ht ba~ of the willamet.te River: thence
',.o,.tb.~#i':~~pjt,i~...long tbe .dd r19ht ~ank to a point on the Westerly exten-
~1iOn';Ot,~-tihtiif,IOt"~.IiD8 of ~ 4; Block 4, of "IL~...... HEIGHTS ADDI'l'IOH to
_~"~fblW;CiCroOr4q"to t:1M ....nd.4 plat thenof, platted and recorded in Book
;iiI~kff~.;Ij~.i.:~~~.~}:loango, 9,regon Plat hcoid., thence North 890 57 I East along
.t ;l.IU.Q'1( t.ft41dy .~.ndoli 55.28 !..t to the tfeeterly margin of South 2nd
.\' , ' ':,till..,,,.. a2,q the .8ieS .e.terly margin ot South 2nd street North 130 32' 10"
,; f;j!Mt, tb..,. lfoJ:th 646.66 f..t to a point 271.0 feet South of the
J'" a l~,/ot the wat line of South 2nd street with the South line of South
'~'~.D)!~:'J~J:.ld:f"~. l_vinV tlw ..i4 W..t 1 ine South 89. 57 I West parallel to
,fllie)?jd(~~httiii', 6f:'~b ;-!fJ)" '8tJi'eet, 90.0 feet, thence North parallel with the
f1f..ie'il&~~ 'outh 2bC1 strHt, 337.0 f.et to t1)e point of begiMing all in
';'jt{a;t~.n:G~-:r,qe' CCiUDty, O~89on.
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Date Received:
APR 1 1 2008
Original Submittal
08/09/2007
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.~._._dlD."A.Illt.~.. .,,;, ofbfpdil((Scub "I1' SIrut~byO,.:..I":" No.
1284, dIDe ~ 66 ilc.1BD BIll go id, tIm:e lblb 66 1=, 10 1bc pcirl rtbegjJJ:q. an in
dID Oty d ~~ 11m 0Uly. Qep. (0" a", ''''''. tb. 1640. Apil24, 1961 fine:........)
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~~of'b.adl1fnD d Scdb "D" &Rd, YIilh dz \\at b cI ~I.., ..,J Stm:! m said town of
',;,;~ ~ ScU'b,,1be W. b c:I ~ 9reet 271.0 feet,lh........ YIat 90.0 feet.
..,NiIih 271;0"10 b twb.. c:l1be Qlwly lad. (X' Saib "D" Street, ~_.~ Ea9t 90.0
,,', ;~'*j'..Ctt~.lI.., JnS\-~ La a.u.y, Qep.
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, -O:uiY..o.I..."..DitdI'.'.'.j,Ja; IaidIXliJt beq ~ L...,w.w..lIldh West Ju ofawwwuJ
-"~WIl;b.di'NXdLIiDe rI. &ub 11[)" 9<<etJin lIBid TCI'Ml or ~ nning ClI_;,.
-Nl1ff~,ibe2~ 1iIIe clfSeculf SIftlet 50 feet, ~ VkIt~ feet; 1bea:e &uh 50 feet
~lW cI}. Ncrtb 11m rl Sldh "D" Sbeet !Xl feet to the place d.l.~;..,. ""J!> in
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Date Received:
APR 1 1 2008
Original Submittal
08/09/2007
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A pa:l'Oel ot land lying in Block 17 of Springfield and the East 1/2
or'vACated South Mill street situa\~~ in Township 17 South, Flange 3 West
ot the1iil1amette Meridian, Lane cottrity, Oregon; the said parcel be1.'1g
desoribed .. tollows:
aesinnins at the Northwest 90rner of Lot 3 in Block 11; thence
Southmolr along the West line of said Lot 3 and the Southerly extension
thereot, 120.71 teet; thence Northeasterly in B. direct line, 36.95 feet
to & point r .or'....dicule.r1y distant' Easterly 33 feet from the West line
at laid Lot 3 and .. 0..... :.".diaularly distant Southerly 104.08 feet from
the 1f0000he%'1J' line ot 8a1d lot 3; thence Northerly parallel with the West
line of said Lot , a distance ot 104.08 feet to the North line of said
Lot 3J thence Westerly thereon, 33..0 feet to the point of beginning.
~t Beg1nning at the Northwest corner of said Block 11; thence
South 8ge 33' East along the North line of said Block a. distance of 132
teet to the JfoJ'tbeaat corner at Lot; 4, Block 17; thence South 00 'Z7' West
.&1q the Jut line ot Lot 4, a distanoe of 120.71 feet to the Northerly'
~ ot way line at the Southern Pacific Railway; thence South 6)0 42'
V'uf.a].ong laid Jfortherly right at way line a distance of 141.82 feet to jthe
Welt 11M or llaid Block 17; thence North 00 271 Ee.st along said West l1m~
.,d1.tanoe ot 187.24 teet to the point of beginning.
~: That portion of the East 1/2 of vacated South Mill Street /
"-ad3acent on the Vest aa vacated. by in":ltrument recorded October 11, 1945
tn'Book 299, page-,sa,'Lane County Oregon Deed-Records, in Lane County, Ore-J
" BOn. .
Including ~h. following
legal d..cription
~~~nn!n9 .~ the Southeaet corner of Block 19, of SPRINGFIELD.
~. p1att.d and recorded in Book "I", Page 1, Lane Col1n~y
Ore,fOft Deed Recorde: thence weet along the Soltth Hne of said
slock 19 of thw Wl11amette River, thence southerly along the
~'.~~~nk of the willamette River, ~o an intersection with the
-KGrther1y line of the Southern Pacific Railroad CQmpany right
of~yt the~ce Easterly along the Northerly right of way line
t'o.u interlection with the East line of Block 16. of SPRING-
FIBLD, thence 33 feet more along said Northerly right of way
1in. to the cftnterline of vacated Mill Street, thence North
ahd parallel the East line of Block 16 to a point 33 feet
.B..t a10ng the extended south line of Block 19, thence 33 feet
~..t to the point of beginning. in Lane County, Oregon.
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Date Received:
APR 1 1 2008
Original Submittal
08/09/2007
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Inc1udica; th. following 1"A1- l.. ~'\ 1 ~o5
lapl daocdpUon f~ t r.-l.j 0 {P'<" 1
B: ~tmlING at the Southeast cornet'JI of Block 18, Extended survey
or ~pr11'lgt'ield, as platted and r.,corded in Volume I, Page 1, lane
County Oregon Deed Records, :1n lane COunty, Oregon; run thence
due North along the East line of said block 256.97 feet to a point
on the Nol'th banJc of the Millrace rwming through Block 18 and
Block 19, said platj thence dovnatream on the North bank along the
tollow~ long chords, North 87"' 08' SOli West 164.20 feet; thence
South 86 59' 05" West 177.87 feet; thence North 650 551 05" West
59.55 teet; thence NOI'th 840 34" 45" West 70.30 feet; thence South
850 08' West 100.'2 teet; thence North 860 51' 35" West 50.09 feet;
thence South 540 40' 'A" West SO..13 feet to a point 18.00 feet;
South 00 17' '5" East end 285.74 feet South 890 42' 25" Wast of the
~b.eaat comeI' of lIa1d1)lock l~; thence leaving said North bank,
Iforth O. 17' 35" Welt 78.00 feet. to the North line of said block;
tl1ence South 890 42' 25" West a1908 said North line 37.00 feeti
thence South 215.82 feet; thence West 30.00 feet to the Willamette
R!ve~1 thence upstream along said river South 280~~ East 10~.44 -
-teet to a p,01nt on the -SOuth line or eald block 19; thence South
89. 52' 30' East along the south lines of said blocks 18 and 19,
~ teet to the Point of Beginning, all in Springfield, Oregon.
L... Ind Exceptiol the fo11~ing
f~oa th. aboYe 18sa1 d..c~1pt10n
I eo-..lJCiIIi at the north.at comer of Block 19 of Sprinsf1t1d .a pl.tted
I)...... aii4Xl'liCOl'dlill. ia Pilla I, Vol_ I, La.. ColIDt" Oreloo Deed I.corda r thane.
\j J~~."" l4r;YHc 285.74 fHt .loftl the Morth liAa of ..id Block to the
~~:.~:'~JfGr-tIIan_ alonl ..id lordl lin., Ifordl 89- 44' V..t 37.00
~ .' ..(e#.R."tIl.. JIOr~ve.t comer of ..1e1 l10ckr thence South 120.00 fHt alODS
~ '^ -the:'" ~ol Aid Block to . point iA tha Hillrlc. rul1ll1na; throuah ..id
tf- '!J 'J1'~f. ,tM~ JUt 106.00 t..t in aaid Hillrac. to . pointr thanco North
\. ~~6~d~:f~~ to- ~ ,-"int 011 tha North !uk of ..1d Hillr.c., ..id Millraea
1\, 'J,~J}d!fiII"'... th. )fo~tb Buk of dlo vatona1 novia. Horth thrOllp a
ctd..rc.,,*hnHiJb I.land hi'k, thoneo aloal ..1d Horth baaJc, lIordl 72- 29'
., }V~~7,2~"a t..t to a Point that bar. South O. 16' Ve.t trOll the POINT OF
~. ::;~w;, .~JCJ &huco l.."bl ..id Horch bank, North O. 16' Ellt 33.00 feet,
v 1t ,F4"';ot ,J.o_., to lb. rom OF BEGImIG ill Laoo CoIIDtJ, OroSoa. CoDtainllls
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Date Received:
APR 1 1 2008
Original Submittal
08/09/2007
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A TT ACHMENT 2
1
verreen
:~and Title Company
Date Received:
APR 1 1 2008
J\ Original Submittal
PRELIMINARY TITLE REPORT
/ ,.. '\
TO: SATRE ASSOCIATES, P.C
EMAIL: m howard@satrepc.com
ATTN: MIKE HOWARD
RE: BORDEN CHEMICAL, INC
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Order reports and listing kits online at (wwwevergreenlandtitle com)
9-eibt.uaJu; 6, 2lJlJ8
ELT-54072
Main Office:
1651 Centennial Blvd.
Sprmgfield, OR 97477
Phone # (541) 741-1981 Fax # (541) 741-0619
Branch Office:
875 Country Club Road
Eugene, OR 97401
Phone # (541) 687-9794 Fax # (541) 687-0924
1651 CENTENNIAL BLVD · SPRINGFIElD, OR 97477
P.O. BOX 931 · SPRINGFIELD, OR 97477
PHONE- 541 741 1981
FAX: 541.741.0619
~
~x~rg{~~n
TITlE INSURANCE SERVICES · ESCROW CLOSINGS
875 COUNTRY CLUB RD. · EUGENE, OR 97401
P.O. BOX 10211 · EUGENE, OR 97440
PHONE: 541.687.9794
FAX. 541 6870924
February 6, 2008
Our Order No.. EL T-54072
AMENDED PRELIMINARY TITLE REPORT
Branch Engineering, Inc.
310 Fifth Street
Springfield, Oregon 97477
Attn: Damien Gilbert PE
Estimated PremIUm for:
ADDITIONAL CHAINS
$100 00
TOTAL
$100 00
Dear Damien:
We are prepared to issue on request and on recording of the appropriate documents, a polIcy or
policies as applIed for, WIth coverages as mdicated, based on tlus preliminary report
LEGAL DESCRIPTION:
SEE ATTACHED EXHIBIT A
Showmg fee sImple title as of February 5, 2008, at 8'00 a m., vested m:
BORDEN CHEMICAL, INC.
Subject only to the exceptions shown herein and to the terms, conditions and exceptIOns
contained in the policy form. No liabIlity is assumed until a full premIum has been paid.
Date Received:
APR 1 1 2008
Original Submittal
CONTINUED
"IN OUR BUSINESS, YOU MATTER MOST"
www.evergreenlandtitle com
EL T - 54072
Page 2
Date Received:
APR 1 1 2008
SCHEDULE B
Original Submittal
GENERAL EXCEPTIONS
1. Taxes or assessments which are not shown as existing hens by the records of any taxing
authority that leVIes taxes or assessments on real property or by the public records; proceedmgs
by a public agency which may result in taxes or assessments, or notices of such proceedings,
whether or not shown by the records of such agency or by the public records.
2. Facts, rights, mterests or claims whIch are not shown by the public records but WhICh could
be ascertained by an inspectIOn of the land or by making mquiry of persons in possession
thereof.
3. Easements, or claims of easement, not shown by the public records; reservatlOns or
exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or tItle to
water.
4. Any encroachment (of existing improvements located on the subject land onto adJommg
land or of existing improvements located on adjoining land onto the subject land),
encumbrance, violatlOn, variatlOn, or adverse circumstance affecting the title that would be
disclosed by an accurate and complete land survey of the subject land.
5. Any hen, or right to a lien, for services, labor, matenal, equipment rental or workers
compensation heretofore or hereafter furmshed, imposed by law and not shown by the public
records.
CURRENT EXCEPTIONS
6. Rights of the public in any portion of said premIses lying withm the limIts of streets, roads
and hIghways
7 Rights of the public and of governmental bodies m and to that portion of that portlOn of the
premIses herem described lying below the high water mark of the WiIlamette River and the
ownership of the State of Oregon in and to that portion lying below the high water mark
thereof.
8. Any adverse claim based upon the assertion that the locatIOn of the WIIlamette River has
moved and that any portion of the subject property has been created by artIficial means or has
accreted to 'such portions so created, or based on the provisions of ORS 274.905 through
274.940.
9. The property is within the Willamette River Greenway and IS subject to all laws and
regulations pertaining thereto, includmg, but not limited to ORS 390 310 through 390.368,
mclusive.
CONTINUED
Date Received:
APR 1 1 2008
EL T - 54072
Page 3
Original Submittal
10. Easements, if any, as located m any vacated streets lymg within the Legal Descnption
hereon
11. RIght-of-Way Easement, granted to Mountain States Power Company, a Delaware
corporation, including the terms and provisions thereof, by instrument Recorded November 23,
1946, Reception No 27537, Lane County Oregon Records. .
12. Reservation as contained in instrument Recorded October 1, 1956, ReceptIOn No. 95920,
Lane County Oregon Records.
13. ReservatIOn as contained in Deed Recorded June 14, 1961, Reception No. 35050, Lane
County Oregon Records.
14. Easement, granted to the City of Springfield, a municipal corporation, in Lane County,
Oregon, including the terms and provisions thereof, by instrument Recorded July 20, 1962,
Reception No. 77165, Lane County Oregon Records.
15. Reservation as contained in Deed Recorded March 3, 1966, Reception No 38595, Lane
County Oregon Records.
16. Public Utility Easement, granted to the City of Springfield, a municipal corporation,
including the terms and provIsions thereof, by instrument Recorded January 19, 1973,
Reception No. 73-2873, Lane County Oregon Records.
17. Evergreen Land Title Company finds a Well Ownership Identification Form Recorded
March 28,2003, ReceptIOn Nos 2003-027092,2003-027093,2003-027094 and 2003-027095,
Lane County Oregon Records.
18 Evergreen Land Title Company finds a Well Ownership Identification Form Recorded
March 16, 20.04, Reception No. 2004-018478, Lane County Oregon Records.
19. Urban Renewal Plan, mcluding the terms and provisions thereof, by instrument Recorded
December 7, 2007, Reception No. 2007-081042, Lane County Oregon Records.
CONTINUED
EL T - 54072
Page 4
NOTE: Taxes, Map No. 17-03-35-32-07800, .Code 19-00, Account No. 0314938,2007-2008,
$8,060.08, pmd In full. (Parcell)
Taxes, Map No. 17-03-35-33-00300, Code 19-00, Account No. 0315042, 2007-2008,
$261.15, paid in full. (Parcel 2)
Taxes, Map No. 17-03-35-33-00500, Code 19-00, Account No. 0315067,2007-2008,
$190,311.15, paid in full. (Parcel 3)
Taxes, Map No. 17-03-35-33-05400, Code 19-00, Account No. 0315547, 2007-2008,
$1,310.29, paid in full. (ParceI4)
Taxes, Map No. 17-03-35-33-05500, Code 19-00, Account No 1749819,2007-2008,
$767.35, paid in full. (Parcel 5)
Taxes, Map No. 18-03-02-21-01500, Code 19-24, Account No. 0579639, 2007-2008,
$316.28, paid in full. (Parcel 6) .
Taxes, Map No. 18-03-02-21-01500, Code 19-00, Account No. 1024601,2007-2008,
$582.57, paid in full. (parcel 7)
Taxes, Map No. 17-03-35-33-02300, Code 19-00, Account No. 0315224, 2007-2008,
$419.19, paid in full. (Parcel 8)
Taxes, Map No. 17-03-35-33-02400, Code 19-00, Account No. 0315232, 2007-2008,
$203.01, paid 111 full. (Parcel 9)
NOTE' A JUDGEMENT/LIENIBANKRUPTCY SEARCH was done for the nmne(s)
BORDEN CHEMICAL, INC, and as of February 5, 2008, none were found.
NOTE: As of February 5, 2008, there are no liens for the City of Spnngfield.
NOTE: AMENDED TO REMOVE TAX LOT 398.
Very truly yours,
EVERGREEN LAND TITLE COMPANY
HOME OFFICE
~.
By: . ~
Date Received:
APR 1 1 2008
Original Submittal
"~
Kimberly A. Ditlefsen
Title Department Manager
CC: Satre Associates, P.C.
Artn: Mike Howard (email. m.howard@satrepc com)
NO LIABILITY IS ASSUMED HEREUNDER UNTIL POLICY IS ISSUED AND
PREMIUM PAID. IF FOR ANY REASON THE REPORT IS CANCELLED, A MINIMUM
CANCELLATION FEE OF $200.00 WILL BE CHARGED.
EL T - 54072
Page 1 of 4
Legal DescriptIOn
Date Received:
APR 1 1 2008
EXHIBIT A
Original SUbmittal_
PARCEL 1:
Beginnmg at a point on the North line of South "D" Street in Springfield, Oregon, said point
being South 89057' West 90 0 feet from the Southeast comer of Lot 10, Block 14,
EXTENDED MAP OF SPRINGFIELD, as platted and recorded in Book "I", Page 1, Lane
County Oregon, Plat Records; run thence North parallel to the West margin of South 2nd Street
50.0 feet; thence North 890 57' East parallel with the North line of South "D" Street 90.0 feet to
the West margin of South 2nd Street; thence North along said West margm 380.30 feet to a
point that is 1460 feet Southerly from when measured at right angles to the Southerly hne of
South "B" Street, thence West parallel with the Southerly hne of said South "B" Street 19.19
feet to the Southerly line of the Southern Pacific RaIlroad nght-of-way; thence South 630 15'
30" West along saId Southerly nght-of-way 535 feet, more or less, to the right bank of the
WIllamette River, thence Southerly upstream along said right bank to a point on the Westerly
extension of the North line of Lot 4, Block 4, WILLAMEnb HEIGHTS ADDITION TO
SPRINGFIELD, according to the amended plat thereof, as platted and recorded in Book 4,
Page 78, Lane County Oregon Plat Records; thence North 89057' East along said Westerly
extension 55.28 feet to the Westerly margin of South 2nd Street; thence along said Westerly
margin of South 2nd Street North 13032' 10" West 68.14 feet; thence North 64666 feet to a
p_oint 271.0 feet South of the intersection of the West line of South 2nd Street WIth the South
line of South "D" Street; thence leaving said West line South 890 57' West parallel to the South
line of South "D" Street 90 0 feet; thence North parallel with the West hne of South 2nd Street
337.0 feet to the Point of Begmmng, all in Springfield, m Lane County, Oregon.
PARCEL 2:
BegInning at a point on the North line of South "D" Street 90 feet West of the Southeast comer
of Lot 1 0, Block 14, according to the extended map of Springfield, m Lane County, Oregon;
running thence West 90 feet to the Northwest comer of that portion of South "D" Street vacated
by Ordinance No. 1284; thence South 66 feet; thence East 90 feet, thence North 66 feet to the
Pomt of Begmmng, all m the CIty of Springfield, in Lane County, Oregon. (Ordinance No
1640, Apri124, 1961 for reference)
PARCEL 3:
Beginning at the Northeast cornel of Lot 1, Block 13, SPRINGFIELD, according to the map of,
Springfield, as platted and recorded April 5, 1872, Book "I", Lane County Oregon Plat
Records, being at the mtersection of the South hne of South "D" Street, with the West line of
2nd Street m Said town of Springfield; thence South along the West line of 2nd Street 271.0 feet,
thence West 90.0 feet; thence North 271.0 feet to the South line of the County Road or South
"D" Street; thence East 90.0 feet to the Place'ofBeginning, in Springfield, m Lane County,
Oregon.
CONTINUED
r'
Date Received:
EL T - 54072
Page 2 of 4
Legal Description
APR 1 1 2008
Original Submittal
PARCEL 4:
Beginning at the Southeast corner of Lot 10, Block 14, Onginal Plat sometimes called
Extended survey of Springfield, in Lane County, Oregon, as platted and recorded in V olurne 1,
, Page 1, Lane County Oregon Plat Records, said point being the mtersectlOn of the West lme of
2nd Street with the North line of South "D" Street, in sald town of Springfield, running thence
North along the West line of 2nd Street 50 feet; thence West 90 feet; thence South 50 feet;
thence East on the North lme of South "D" Street 90 feet to the Place of Beginning, in
Springfield, in Lane County, Oregon.
PARCELS:
A parcel ofland lying in Block 17, SPRlNGFIELD, and the East Yz of vacated South MIll
Street situated in Township 17 South, Range 3 West of the WIllamette Meridian, m Lane
County, Oregon, said parcel being descnbed as follows:
,
Beginning at the Northwest corner of Lot 3, Block 17, thence Southerly along the West lme of
said Lot 3, and the Southerly extensIOn thereof 120.71 feet; thence Northeasterly in a dIrect lme
36.95 feet to a point perpendicularly distant Easterly 33 feet from the West lme of satd Lot 3
and perpendicularly distant Southerly 104.08 feet from the Northerly line of said Lot 3; thence
Northerly parallel with the West line of said Lot 3, a distance of 104.08 feet to the North lme of
said Lot 3; thence Westerly thereon 33.0 feet to the Point of Beginning, in Lane County,
Oregon.
ALSO: Beginnmg at the Northwest corner of said Block 17; thence South 890 33' East along
the North line of said Block, a distance of 132 feet to the Northeast corner of Lot 4, Block 17,
thence South 00 27' West along the East line of Lot 4, a dIstance of 120.71 feet to the Northerly
right-of-way line of the southern Pacific Railway; thence South 630 42' West along Said
Northerly right-of-way line, a dIstance of 147.82 feet to the West lme of said Block 17; thence
North 0027' East along said West line, a distance of 18724 feet to the Point of Beginning, in
Lane County, Oregon.
ALSO that portion of the East Yz of vacated South MIll Street adjacent on the West as vacated
by instrument Recorded October 11, 1945, Book 299, Page 358, Lane County Oregon Records,
in Lane County, Oregon.
PARCEL 6:
Beginning at the Southeast corner of Block 19, SPRlNGFIELD, as platted and recorded m
Book "I", Page 1, Lane County Oregon Plat Records; thence West along the South line of said
Block 19 of the Willamette River, thence Southerly along the East bank of the Willamette
River to an intersection with the Northerly line of the Southern PaCIfic Railroad Company
continued.. .
CONTIN.UED
Date Received:
EL T - 54072
Page 3 of 4
Legal DescriptIOn
APR 1 1 2008
Original Submittal
PARCEL 6: continued...
nght-of-way; thence Easterly along the Northerly right-of-way lIne to an intersectIOn wIth the
East line of Block 16, SPRINGFIELD; thence 33 feet more along saId Northerly right-of-way
line to the centerline of vacated Mill Street; thence North and parallel the East line of Block 16
to a point 33 feet East along the extended South lme of Block 19; thence 33 feet West to the
Point of Begmmng, in Lane County, Oregon.
PARCEL 7:
Beginning at the Southeast comer of Block 18, extended survey of Spnngfield, as platted and
recorded in Volume I, Page 1, Lane Copnty Oregon Plat Records; run thence due North along
the East line of SaId Block 256.97 feet to a point on the North bank of the MIllrace runnmg
\
through Block 18 and Block 19, of said Plat; thence downstream on the North bank along the
following long chords: North 870 08' 50" West 164.20 feet; thence South 860 59' 05" West
17787 feet; thence North 65055' 05" West 59.55 feet; thence North 84034' 45" West 70.30
feet, thence South 850 08' West 100.32 feet; thence North 860 51' 35" West 50.09 feet; thence
South 540 40' 30" West 80.13 feet to a point 78.00 feet, South 00 17' 35" East and 285.74 feet
South 890 42' 25" West of the Northeast comer of said Block 19; thence leaving said North
bank, North 00 17' 35" West 78.00 feet to the North line of said Block, thence South 890 42'
25" West along said North line 37.00 feet; thence South 215 82 feet, thence West 30.00 feet to
the Wlllamette River; thence upstream along said river South 280 44' East 108 44 feet to a
point on the South line of saId Block 19; thence South 890 52' 30" East along the South hnes of
SaId Blocks 18 and 19,696.60 feet to the Point ofBegmnmg, all in Springfield, Oregon.
LESS AND EXCEPTING: Commencing at the Northeast comer of Block 19, SPRINGFIELD,
as platted and recorded in Volume I, Page 1, Lane County Oregon Plat Records; thence North
89044' West 285.74 feet along the North line of said Block to the Point of Beginmng; thence
along said North line North 890 44' West 37.00 feet to the Northwest comer of SaId Block;
thence South 120.00 feet along the West line of said Block to a point in the Millrace runnmg
through said Block; thence East 106.00 feet in said Millrace to a point; thence North 6500 feet
to a point on the North bank of said MIllrace, said Millrace bemg defined as the North bank of
the waterway flowing North through a culvert through Island Park; thence along said North
bank North 720 29' West 72.52 feet to a point that bears South 00 16' West from the Point of
Beginnmg; thence leaving said North bank North 00 16' East 3300 feet, more or less, to the
Point of Begmning, m Lane County, Oregon.
PARCEL 8:
Lot 4, and the West 6 feet of Lot 3, Block 9, SPRINGFIELD, as platted and recorded III
Volume 1, Page 1, Lane County Oregon Plat Records, III Lane County, Oregon.
CONTINUED
EL T - 54072
Page 4 of4
Legal Descnption
Date Received:
APR 1 1 2008
original submittal
PARCEL 9:
Lot 5, Block 9, SPRINGFIELD, as platted and recorded In Volume 1, Page 1, Lane County
Oregon Plat Records, In Lane County, Oregon.
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ATTACHMENT 3
HL'"tION-
Spoolally c~
Fonn.ldehyde and
Forest ProducU; Dlvition
155 West A Street, Bldg A
Spnogfield, OR 97477
he)(jonchem.com
Date Received:
APR 1 1 2008
October 9, 2007
j
Original Submittal
City of Springfield
Building Permit Office
225 stl1 Street
Springfield, Or 97477
RE: Request for pennh to install pump to off-load Methanol
Attached are a pJot survey/layout and a piping plan of our proposal to install a new pump and
line to off-load Methanol trucks. We plan to do the operation inside the plant boundary~ which is
zoned as Heavy Industrial. We have an existing truck rack. [marked Truck Loading Station #3],
where we already unload various chemicals and we plan to add the unloading of Methanol to this
rack area. Methanol is already Wled inside the plant as a feedstock for the process.
.
We have done a preliminary review of our plan with the Fire Dept. who directed us to move
forward with an application for a building permit. Based on their knowledge of our plant' site, the
Fire Dept. felt this was a normal project reqnest.
We believe our request fails under the 2003 International Fire Code, Flammable and
Combustible liquids, set:tion 3406.5 Bulk transfer and process transfer o.......t'.I.tions. The
following are some specific items we would like to address.
3406.5.1.1 Location - this requires us to be 2S feet from any important building or storage tank.
The measuring point is from ~ ''nearest position of any loading or unloading valve". We have
sufficient clearance to meet this requirement.
3406.5.1.5 Spill controllUld secondary containment - We have an existing 40,OOO-galJon
contalnment basin that provides spill control for the area where the Methanol truck will be
wllOaded.
3406.5.1.7 Static protection - We wiU provide static protection with this project. A groUllding
cable will be provided for the trock. We wiH OOMect' from the truck to the pump and pipe line
and then to the soil sO that all the equipment is grounded together.
We will hydro test the new pipeline to 100 PSI and have the hydro testing certified by a third
party observer, most likely PSI Incorporated.
The unloading pump wilt be a sealess design so that no leaks fiom the pump can occur.
r
HE'? r /fl~..a'"
,A,y hra~R~
~I "'....~ ~ ~(I'l>l~d'""
Formaldehyde and
Forest Products Division
155 \IVest A Street Bldo A
Spnngfield, OR 97477 -
h:>xlo:1chem corn
Date Received:
APR 1 1 2008
Original Submittal
II YDU kl'l'\.' tlHtflcr llw::.llnns yon lU:1)' contcK'i (jrc~ \\'ilht'l"llcr at 74-+ 1224
Sincerely,
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SPRn\CF1FLD, OR 97477 .. 1'11:(541)726-3753 .. FAX: {541)n6-368lJ
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o Demolition
o Other
CIty .lob :'\'Ilmber
o 1 & :; Family ])l\elling (If ,'\eee'i>ory 0 New Constrllction
o \1ulti-family [2] At.ldition/AltcratiouIRrplllccmcnt
Eil Cnmmerdllllludustrial : 0 Tenant Impmvt!'mt!'nt
JobAddre~~ ___u___ (~J.'7(: :Srui'J-{ 7J1LP -STr(l?Y--
Lot Rl(lCK Subdivision
l'lojeci Nam<: r../l (;: l}!ANt },' -', :"'/l~({(,i,' L' rJ/!' A~ iNI .,'
Des:npnon ofVlmk, )ocatllm on prcml'.c"il>pecial conditiolls llbi) 'PU'1. F fil'''I(j,'~Y-'..-::~/ I/lff! ;; i?:Xl~7) ;11(,,- ~;;,. t:: I"';'i1.:=-
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Muiling Address ,__':1- 7(; l>/-r J f).{ 7 Ail- New J)wdlmg Area
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City .5VrZ1A.r~:.Ir.:J.IL Stilte /';(' Zip ~/,/If r;
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Do YOlJ r0quirc ;1)' 'lfthe folluWHlg ((iF Lh1~, T'f(;j;;Z'[?'-
OVl:r-\~idtb ,If Selflful DrivCWd)' 0 Ye~ ~ No
rcrnpofary Pmvcr 0 Ye", Q$l No
N{Jtn~('. All tun<rddof'> & SUPC(1ntmc~or~ drc fequired [n bc licen~,cd \~ilh the Cnl1~1ruct1(1n f'on!rrrclnn Board of the State (If Oregon
, -,:1,~!....proVJS1"H1':. ~~:f~~S..7tll llIl(!.~n~.L~~.r::tJllI:C!j}.(~ ~~lic,~~~!:',~i~_~t' i~!:J',~1!,t~!5!!1 ,\~ ~~rc ,~~'nr~ i~ ~L'.illg p~rt_q~~~d.
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PER~IIT
225 FIfTH ")TREF:T .
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Total Value
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Oate Received:
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APR 1 1 2008
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A,,:{ '.,>" VA:" t.
~o> . i~ '~Submittar-: '>~d:' ,.,,'. .
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. BY I
__ l ___
.APPLICATION
(;h..I1....'d f'lI .x.l I j f~ 1'L! In!; f.prr'1h 1"hll1tllllF I l-.o;;'Fl,1 ..... pph~ ,11 Hlrl 10"U7 d(lt
Pacific Northern Industrial Inc.
October 19. 2007
Page 1 of 2
Hexion Chemical Speclalties
155 West A Street
Springfield, Oregon 97477
Ph: (541} 746.8461
ATTN: Mr. Greg Witberger
RE: Methanol Unloading Piping Project {PNI QUOTE NO. HEXSP-07-1558}
We are pleased to offer our quote to supply labor, material and equipment to do the
following:
1 ) Fabncate and Install ,l\ppro.lc 930ft of 4" Sch 40 carbon steel methanol !Jlpmg frcm truck
unloading station #3 to tIe-in by methanol storage tank
2 ) Includes pmntmg piping white.
3.} Includes suppcris and hangars
4.) lnc.ludes setting and gmutlng skid Illounted pump
5) Includes high p011lt and low pint vents
6.} Includes hydro testing pipmg at -100PSiG
Budget Amount: $ 59,850.00
Note. It Will take 6 to 8 weeks to complete from receipt of order.
Date Received
APR 1 1 2008
Original submittal
32220 Highway 34 SE · Tangent, Oregol't 97389 · (541) 928-6950 · V."-I\f\N teampmcom