HomeMy WebLinkAboutApplication APPLICANT 12/2/2008
-
:City of Springfield.
Development Services Department
225 Fifth Street _
Springfield, OR 97477
Site Plan Review.
PRE.SUBMITTAl REC'O
DEe 2 2008
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Applicant Name: JlAtA 1", t5A'N I E-L
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IAddress: I ~2. I8M>T e>~APWAY.. 0LAIn:. zoo 1.2.~e.-! 012-, 01401
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I Property Owner: e,!Z\N~ lZECYCLING Phone: 7# - Q()1.?
Icompany: e,\(\N.~ ~E:O(CL\NGl Fax: 1"J1..1..p - q~84
IAddress: +4-4-Ct f~P<N\<..V\N j;o\.\.~VA~P' I bl..0lNwrot> I oK q14D"?
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IASSESSOR'S MAP NO: \103?+4A- ITAX LOT NO(S): 1500 I I liDO f 1.400
/property Address: 444(0 FrtANKL\N ~ow.e-VARP
ISize of Property: 1.... eC! Acres 1& SQuare Feet .0
I Proposed Name of Project: PLA:NE:-T IMPlZoVE:-MEN, c.c.l-n~ - ~;\\"A.S~ 1[:
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Phone: '1+l.t - ?Oz.~
IFax: 1211 -"1.0/\4-
I Description of If you ~re filling in this form by hand, please attach your proposal description to this application.
Proposal: SU~ NAIZ!Z..A-TI\Jf:. _
I.. 17\.\ I l--VII'lU'\
Existing Use: S\:C.ONO-I-I1><l-JV ~\L- / 'VAWP&f;. c,W~
INew Impervious Surface Coverage (Including Bldg. Gross Floor Area): 12., tlOt sf
Si natures: Please si nand rint our name and date in the a riate box on the next
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Associated Applications: T>!\(C, ZL'-\)$" , 0\9::120 c,ic'K)
Ipre-sub Case No.: Ra.c.u't,- Cf).::,=(2. Date: IC/Lj<.:/:t:,
Icase No.: Date:
IAPPlication Fee: $ 3%~ ITechnical Fee: $
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Signs:
Reviewed by: -~r-..
Reviewed by:
I PostaQe Fee: $
TOTAL FEES: $
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PROJECT NUMBER: ':P~\,iwS- (]JO/<;"
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1 of 10
Revised 1/1/08 Molly Markarian
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
The undersigned aCknowledges that the information in this application is correct and accurate.for scheduling of the
Pre- Submittal Meeting.
Owner:
Date:
ICJ.-IJ / of
I
)f\Nlt::L
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 written notice pursuant to the requirements of ORS 227.178 pertaining to a complete
application.
Owner:
Date:
Signature
Print
PRE.SUBMITTAL REC'O
DEe . 2 2008
Revised 1/1/08 Molly Markarian
2 of 10
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December 2, 2008
Development Services Department
City of Springfield
225 Fifth Street
Springfield, Oregon 97477
ARCHITECTS &
PLANNERSflNC
RE:
BRING Recycling - Planet Improvement Center (200334/1.3)
Type II Site Review Modification Application
Project Address:
4446 Franklin Boulevard/McVay Highway
Glenwood, Oregon
132 East Broadway
Suite 200
Eugene, Oregon 97401
541-687-1010
541-687-0625 Fax
Assessor's Map and Tax lot: 17-03-34-44; Tax Lots 1500, 1600 and 2400
Applicant: BRING RecyCling
4446 Franklin Boulevard
Eugene, Oregon 97403
Voice (541) 746-3023 . Fax (541) 726-9894
Attn: Julie Daniel
Applicant's
Representative:
TBG Architects & Planners/lnc
132 East Broadway, Suite 200
Eugene, Oregon 97401
Voice (541) 687-1010 . Fax (541) 687-0625
brippe@tbg-arch.com
Attn: Ben Rippe
PRE.SUBMITTAl REC'D
DEe .2 2008
LAND USE REQUEST
'. J
BRING Recycling (the applicant) is seeking the approval of a Type II Site Plan
Modification to the original approved Site Plan Development Agreement dated
December 20, 2002 (City File #2001-07-0143). In 2005 a Type II Site Plan
Modification to the original Site Review was approved (Development Agreement
dated July 15, 2005), which outlined two phases of development. This application is
to be reviewed under the Site Plan Review Modifications SDC Section 5.17-145.
This proposal is a modification request limited to portions of Phase 2 of the approved
Final Site Plan dated December 19, 2002, and Final Site Plan Modification dated
March 31, 2005. The specific modifications proposed to Phase 2 include the
following:
1. The demolition of approximately 683 square feet and renovation of a portion of
existing Building 4; plus a 3,375 square foot covered trash enclosure;
2. The demolition of Building 6;
3. The addition of permeable pavers, the increase of impervious surface area and
the associated additional stormwater facility;
John E. Lawless, AlA
Principal
James F. Alberson Ill, AlA
Principal
Oarrelll. Smith, NO\RB, FAIA
Principal
City of Springfield
December 2, 2008
Page 2 of 8
4. The relocation and replacement of the on-site septic system;
5. The detailing of the landscape plan; and
6. The detailing of the electrical plan.
PRE.SUBMITTAl REC'O
DEe.. 2 2008
SITE AND SURROUNDING CHARACTERISTICS
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The total site area includes Tax Lots 1500, 1600 and 2400 for a total of 2.89 acres,
which will be referred to as one site throughout the document. The subject site is
zoned Community Commercial (CC) with an Urban Fringe Overlay (UF-1 0). The site
is essentially flat with the Southern Pacific Railroad tracks elevated some 25 feet
above grade to the south.
The FEMA Flood Insurance Rate Map (#41039C1142 F) identifies the site as being in
Zone X (areas of 50G-year flooding). FEMA Maps label this as "other flood areas" and
not a "special flood hazard area" so there- are no flood hazard issues.
The area directly surrounding the project site is developed with a mix of residential
and commercial uses. The subject site is located on the west side of Franklin
Boulevard (McVay Highway), immediately north of the Southern Pacific Railroad
tracks and trestle bridge crossing the Willamette River. Adjacent uses to the north are
commercial (Cash King Liquidators and Six States Distribution, both fronting McVay
Highway) and industrial (Valley Tool & Die, fronting Brooklyn Street). To the east are
commercial uses (Eye Beam Light Rental and storage warehouses across McVay
Highway); to the west are residential uses.
Access to the site is via an existing driveway on Franklin Boulevard. Franklin
Boulevard is a Major Arterial, under ODOT jurisdiction. The access drive was
approved and constructed under ODOT Permit #52782, in accordance with all
applicable regulations.
There are no inventoried wetlands or historic resources on the subject site. Existing
vegetation consists of the Phase 1 landscaping, including landscape ratios and
numbers of trees consistent with the original approved Site Plan Review and 2005
Site Plan Review Modification.
APPROVED SITE PLAN REVIEW AND 2005 sin PLAN REVIEW MODIFICATION
GENERAL OVERVIEW
The adopted original Site Plan Review and 2005 Site Plan Modification outline two
phases including 7 existing buildings, 3 proposed buildings, a covered trash area and
associated site infrastructure. (Reference the proposed Site Plan Review Modification
Site Plan, Sheet A 1.0-SR dated 12/02/08 and the approved 2005 Site Plan Review
Modification documents for the Phase 1 and Phase 2 project areas).
City of Springfield
December 2, 2008
Page 3 of 8
PRE.SUBMITTAl REC'D
DEe 2 2008
Phase 1
The completed Phase 1 includes the remodel of existing Buildings 1, Building 3 and
the northeast portion of Building 4 as well as the new construction of Building 7 and
Building 8 with associated parking, stormwater retention and bioswale facilities, and
site infrastructure. Although included in Phase 1, Building 2 will be constructed
when needed in the future. Building 1 is a 2,939 square foot wood-framed office
building fronting McVay Highway. Building 3 is the primary retail and sales building
totaling about 2,293 square feet. Building 3 includes an existing wood-framed
building and a Phase 1 steel building addition. Building 4 serves the function of a
receiving and inventory warehouse including the employee break room. It is a wood
frame structure totaling about 5,544 square feet. Building 7 is a covered drop-off
steel frame canopy for unloading donated items totaling about 3,546 square feet.
Building 8 is also an open-sided steel frame building for covered storage totaling
about 9,438 square feet.
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Phase 2
The adopted forthcoming Phase 2 includes the remodel of existing Building 5 and the
southwest portion of Building 4, as well as the new construction of Building 10 and a
covered trash enclosu re with associated employee parking, stormwater retention and
bioswale facilities, and site infrastructure. 'Building 5 is a 2,422 square feet storage
building located at the southwest corner of the site. Building 6 is an existing old
mobile home scheduled for demolition. Building 10 is an open-sided, prefabricated
steel building similar to existing Building 8. Building 10 is primarily designated to
provide weather cover for the storage of salvaged materials, with the possibility for a
portion of the building to serve as greenhouse storage for plants.
TYPE II SITE REVIEW MODIFICATION APPROVAL CRITERIA AND SUPPORTIVE
FINDINGS
As stated under SDC 5.17 -145(D); "The criteria of approval for a Site Plan
Modification application shall be in compliance with the applicable standard and/or
criteria of approval specified in Section 5.17-125." Criteria of approval for a Site Plan
Modification are listed in bold italics and relevant, previously approved,
development conditions are listed in italics for reference.
A. The zoning is consistent with the Metro Plan diagram, and/or the applicable
Refinement Plan diagram, Plan District map, and Conceptual Development
Plan.
There are no proposed changes to the zoning or uses; therefore, the proposed
Site Plan Review Modification remains consistent with the original approved Site
Plan Review and 2005 Site Plan Review Modification and relevant development
code standards.
City of Spri ngfield
December 2, 2008
Page 4 of 8
B. Capacity requirements of public and private facilities, including but not limited
to, water and electricity; sanitary sewer and stormwater management facilities;
and streets and traffic safety controls shall not be exceeded and the public
improvements shall be available to serve the site at the time of development,
unless otherwise provided for by this Code and other applicable regulations.
The Public Works director or a utility provider shall determine capacity issues.
With the exception of minor on-site routing changes to the water, sanitary sewer,
stormwater management and electrical facilities, there are no proposed changes
to the public or private facilities. Therefore, the proposed Site Plan Review
Modification remains consistent with the original approved Site Plan Review and
2005 Site Plan Review Modification and relevant development code standards.
Previous Condition - Water
As stated in the Conditions of the original Site Review Development
Agreement dated July 15, 2005, "Show on the Final Site Plan the locations of
the required ft"re hydrants and note how fire flow compliance will be
accomplished. "
Conforming Response: An existing 8" fire line and a 1-1/2" domestic water
supply stub out for a Phase 2 future connection under the asphalt just past the
boundary between Phases 1 and 2, immediately north of Building 4. Phase 2
lines will connect to the existing lines in order to extend the supply of
domestic water to Building 4. A second fire hydrant is proposed for Phase 2
to be located at the northwest corner of the covered trash enclosure, subject
to the review and approval of the Fire Marshal. Reference attached Sheet
C4.0 - SANITARY SEWER, WATER, FIRE & GAS PLAN dated December 2,
2008 for details.
Previous Condition - Sanitary Sewer
As stated in the Conditions of the original Site Review Development
Agreement dated July 15, 2005, "Show on the Final Site Plan the existing and
proposed drain fields or redundant drain field system sites; and connection of
the commercial/industrial dumpsters to the drain field and describe the type of
pretreatment proposed."
Conforming Response: Although the City of Springfield anticipates extending
the public sanitary sewer trunk line down McVay Highway or Brooklyn
Avenue in the future, there are currently no public sanitary sewer facilities
available to serve the development site. Due to the uncertainty regarding
when this public facility may be available to serve the subject site, BRING
manages all sanitary sewer waste on-site with an approved septic tank and
drain field system.
PRE.SUBMITIAl REC'D
DEe 2 2008
City of Springfield
December 2, 2008
Page 5 of 8
PRE-5IJRMITIAl REC'D
DEe 2 2008
BRING hired Royal Flush Septic who conducted an on-site inspection of the
system on August 11, 2008 and found that the current drain field has failed.
Several of the lines have collapsed and/or are plugged. Therefore, the
applicant and Royal Flush Septic, working in coordination with the county
sanitarian, have determined that a new drain field and septic tank are needed
to serve the entire site. The existing Building 6 is proposed to be demolished
to provide adequate area for the new septic tank and drain field plus reserve
area rather than be used as a caretaker's residence as approved in the original
Site Plan Review. The new septic system has been designed to serve the
entire site with capacity to last 15-20 years. The county sanitarian has
determined and approved that there is sufficient capacity for the proposed
on-site sewer and wastewater treatment (septic system construction permit to
follow as a deferred attachment). Reference attached Sheet C4.0 - SANITARY
SEWER, WATER, FIRE & GAS PLAN dated December 2,2008 for details.
_'';J
Previous Condition - Electrical
As stated in the Conditions of the original Site Review Development
Agreement dated July 15, 2005, "Show on the Final Site Plan the relocation of
power poles. Submit written correspondence from the SUB Electrical Division
that their issues have been addressed."
Conformine: ReslJonse: This proposal removes several existing power poles
and modifies the configuration of power lines to Buildings 5, 10 and the
adjacent residence across the west property line. Electricity is currently
provided to the rear of the site via overhead power lines running along and
parallel to the southern property line and the railroad tracks. Power to
Buildings 5 and 6 and the adjacent residence is fed from the overhead line
along the south to a utility pole in center of the storage yard. From this pole,
overhead lines connect to each building. The proposed modification
relocates this utility pole and the existing transformers to the northeast corner
of Building 5. Power continues to be routed to this pole in its relocated
location directly from the last pole in the series of utility poles along the
southern property line. From there, electricity will serve the existing adjacent
residence via underground conduit to the existing pole at the west property
line, then overhead to the residence. Power to Buildings 5 and 10 is provided
from the existing meter at Building 3 via underground conduit. Existing
conduit was stubbed out underground for future Phase 2 connection.
Reference Sheet E1 - SITE PLAN POWER (DEMOLITION) and Sheet E2 - SITE
PLAN POWER (NEW WORK) both dated December 2, 2008 for
demonstrated continued compliance with SDC 4.3-125 and SDC 4.3-135.
Stormwater
This proposal slightly modifies the location, configuration and size of the
bioswale and infiltration basin to accommodate the proposed increase of
impervious surface area in Phase 2 (increased from 10,706 square feet to
City of Springfield
December 2, 2008
Page 6 of 8
12,850 square feet) from the original approved Site Plan Review and 2005
Site Plan Review Modification. Aside from the minor changes to the location,
configuration and size, the stormwater facility remains consistent with the
original approved Site Plan Review and 2005 Site Plan Review Modification.
Additionally, pervious pavers have been added along the entire west edge of
the property and other locations as shown on the drawings for a total of
13,255 square feet. Reference attached Sheet C3.0 - STORM DRAIN PLAN
dated December 2, 2008 and Storm Drain Study from Balzhiser & Hubbard
Engineers, both dated December 2, 2008 for demonstrated continued
compliance with SDC 4.3-110.
Traffic
The applicant only proposes an expansion of the covered trash enclosure
(approximately 2,080 square feet of roof area). This addition does not affect
the original traffic analysis completed by the City of Springfield. Therefore,
the proposed Site Plan Review Modification remains consistent with the
original approved Site Plan Review and 2005 Site Plan Review Modification
and relevant development code standards.
C. The proposed development shall comply with all applicable public and private
design and construction standards contained in this Code and other
applicable regulations.
The proposed demolition of about 683 square feet and renovation of Building 4
(maintaining the original approved use), the demolition of Building 6, and the
expansion of the covered trash enclosure (addition of 2,080 square feet) remain
compliant with SDC standards and other applicable regulations, and consistent
with the original approved Site Plan Review and 2005 Site Plan Review
Modification. The increase in roof area of the trash enclosure is not considered
an increase in impervious surface, since the area it extends over was previously
shown as asphaltic concrete paving or roof area.
This modification application provides more detailed landscape plans consistent
with SDC 4.4-105, the original approved Site Plan Review and 2005 Site Plan
Review Modification. (Reference attached Sheet L1 - PLANTING PLAN dated
December 2, 2008.)
D. 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 the ODOT
access management standards for State highways.
PRE.SUBMITTAl REC'D
DEe 2 200B
City of Springfield
December 2, 2008
Page 7 of 8
PRF-l\IIBMITTAL REC'D
DEe . 2 2008
There are no proposed changes to the parking areas' or ingress-egress points;
therefore, the proposed Site Plan Review Modification remains consistent with
the original approved Site Plan Review and 2005 Site Plan Review Modification
and relevant development code standards.
,
With the exception of the expanded circulation area within the Phase 2 storage
yard that will better accommodate emergency vehicles, there are no proposed
changes to the on-site vehicular circulation. Consistent with the original approved
Site Plan Review and 2005 Site Plan Review Modification, there is no public
access to this area of the site and on-site bicycle and pedestrian circulation was
met in Phase 1.
f. 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 WQLW 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 this Code or in State or Federal law.
One existing tree (48" dbh maple) is proposed to be removed at the west property
line. Per SDC 5.19-110, a Tree Felling Permit is required with the felling of more
than 5 trees per calendar year, thus a Tree Felling Permit is not required.
There are no proposed changes that impact the physical features of the site,
therefore, the proposed Site Plan Review Modification remains consistent with
the original approved Site Plan Review and 2005 Site Plan Review Modification.
CONCLUSION
The proposed Phase 2 modifications to BRING Recycling's Planet Improvement
Center meet or exceed all applicable Site Review criteria. The proposed Building 4
alteration, the demolition of Building 6, the expansion of the covered trash enclosure,
the increase of impervious surface area and associated enlargement of the stormwater
facility, the relocation and replacement of the on-site septic system, and the detailing
of the landscape and electrical plans are consistent with the conditions of the original
approved Site Plan Review and 2005 Site Plan Review Modification. The applicant
continues to consciously incorporate design elements to enhance the
commercial/industrial building aesthetics in the surrounding area and to provide a
functional, convenient, educational and safe re-use warehouse use to the community.
1 There IS no change in use or change to the number of the existing customer parking spaces, with the
exception that 3 spaces were required to be removed at the access drive as a condition of ODOT. There are
39 existing spaces and Phase 2 will add 10 spaces for a total of 49 parking spaces. The number of spaces to
be added in Phase 2 is unchanged from previous applications.
City of Spri ngfield
December 2, 2008
Page 8 of 8
We appreciate your thoughtful consideration of the project and encourage you to
approve the requested application for a Type II Site Plan Review Modification as
proposed.
Sincerely,
~~
Ben Rippe
BR/nl
cc: Julie Daniel, BRING Recycling
Monica Anderson and Don Davey, Ba/zhiser & Hubbard Engineers
Carol Schirmer, Schirmer + Associates, LLC
Z:\PROJ\200334 Bring\Corresp\Agency\Springfield\Site Plan Review Modification 2008\200334-$R Modification Application-200B,doc
PRE.SUBMllTAl REC'O
DEe 2 2008
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December 2, 2008
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Development Services Department
City of Springfield
225 Fifth Street
Springfield, Oregon 97477
ARCHITECTS &
PLANNERS/INC
RE:
BRING Recycling - Planet Improvement Center (200334/1.3)
Type II Site Review Modification Application
132 East Broadway
Suite 200
Eugene. Oregon 97401
541-687-1010
541-687-0625 Fax
Project Address:
4446 Franklin Boulevard/McVay Highway
Glenwood, Oregon
Assessor's Map and Tax Lot: 17-03-34-44; Tax Lots 1500, 1600 and 2400
Applicant:
BRING Recycling
4446 Franklin Boulevard
Eugene, Oregon 97403
Voice (541) 746-3023 . Fax (541) 726-9894
Attn: Julie Daniel
Applicant's
Representative:
TBG Architects & Planners/lnc
132 East Broadway, Suite 200
Eugene, Oregon 97401
Voice (541) 687-1010 . Fax (541) 687-0625
brippe@tbg-arch.com
Attn: Ben Rippe
On behalf of BRING Recycli ng, enclosed is a package with an application for a Type
2 Modification to the approved Site plan Development Agreement dated December
20, 2002 (City File #2001-07-0143). Consistent with the Site Plan Review Submittal
Requirements, the following is provided for review by the City Staff and the Planning
Director:
Type 2 Site Plan Review Modification Application Form - 1 Copy
Attachments - 1 Copy Each:
Narrative
Copy of the Deed
Copy of a Preliminary Title Report
Site Plan reduced to 81/2 x 11
Right-of-Way Approach Construction Permit
Storm Drain Study - (3 Copies)
PRE.SUBMITIAl REC'D
DEe 2 2008
John E. Lawless, AlA
Principal
James F. Alberson 111, AlA
Principal
Darrell L. Smith, NCARS, FAIA
Principal
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City of Springfield
December 2, 2008
Page 2 of 2
Plan Sets dated December 2, 2008 - 7 Copies Each:
Tl-SR - TITLE SHEET
A 1.0-SR - SITE PLAN
A 1.1-SR - FLOOR PLANS
Al.2-SR - EXTERIOR ELEVATIONS
L 1 - PLANTING PLAN
Cl.0 - EXISTING CONDITIONS
0.0 - GRADING PLAN
C3.0 - STORM DRAIN PLAN
C4.0 - SANITARY SEWER, WATER, FIRE & GAS PLAN
C5.0 - PAVING PLAN
C6.0 - CIVIL DETAILS, LEGEND AND GENERAL NOTES
El - SITE PLAN - POWER (EXIST. AND DEMO)
E2 - SITE PLAN - POWER (NEW WORK)
E3 -SITE PLAN - LIGHTING (NEW WORK)
The Site Plan Review Submittal Requirements Checklist requires three (3) copies of a
Traffic Impact Study. We do not feel that this requirement should apply to our
specific application because our proposal is a modification request limited to portions
of Phase 2 development that does not affect traffic. Reference the attached Narrative
for the conforming response to traffic criteria of approval for a Site Plan Modification.
If you have any questions, please do not hesitate to call me at your convenience.
Thank you for your time and consideration of this proposal.
Si ncerely,
:DP/A--~
PRE.SUBMITIAl REC'D
DEe 2 2008
Ben Rippe
BRlnl
cc: Julie Daniel, BRING Recycling
Monica Anderson and Don Davey, Balzhiser & Hubbard Engineers
Carol Schirmer, Schirmer + Associates, LLC
Z:\PROJ\200334 Bring\Corresp\Agency\Springfleld\Site plan Review Modification. 2008\200334-SR Modification COVER Letter-2008.doc
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PLANET IMPROVEMENT CENTER
BRING RECYLClNG BLDG. 3
4446 OLD FRANKLIN BLVD.
GLENWOOD, OREGON
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ARCH ITECTS
PLANNERS /INC
PROJECT #
200334
CHECKED
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DATE
12/02/08
132 East Broildway
Suite 200
Eugene, Oregon 97401
(541) 687-1010
Fax (541) 687-0525
DRAWN
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@ Copyright 2008 by T JC Archi~ects & Planners line
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Theodore R. Kulongoski, Governor
Department of Transportation
ODOT District 05
644 'A' Street
Springfield, OR 97477
(541) 744-8080
Fax: (541) 726-2509 .
L ynn.S .Stuckrath@odot.state.or.us
File Code: PMT 4-21
July 18, 2006
JULIE DANIEL
BRING RECYCLING
PO BOX 885
Eugene, OR 97440
Subject: . Transmittal of Permit to Construct a. State Highway Approach
Highway Number 225, (McVay),
atMile Point .15
Application Number 5411
ODOT has received your evidence of insurance and required bond or cash. deposit and
can now issue a Permit to Construct a State Highway Approach.
The ConstructionPermit(s} is attached. This Construction Permit includes the
Construction Drawing(s) and all necessary tenns and conditions.
You have until the date specified on the Construction Permit(s),Jilne 09,2007, to
complete installation of the approach(es).
As set forth in OAR 734-051-0185, your contractor must advise ODOT (please contact
the District 05 Office at (541) 744-8080) at least 48 hours in advance of
commencing construction. Construction ofthe approach must conform to the terms
of the Construction Permit and exhibits attached to the Construction Permit. I have
attached a copy of OAR 734-051-0215, which addresses applicant liability and control
during construction of approaches.
You must notify the District 05 Office when construction of the approach is
completed. ODOT will inspect the completed approach and advise you in writing
whether or not the approach has been constructed in a satisfactory manner. If the
approach was constructed in a satisfactory manner, a Permit to Operate, Maintainand
Use an Approach can be issued. .
lfthe approach was not cOnstructed in a satisfactory manner, ODOT will provide in a
written notice a list of all specific deficiencies that must be satisfactorily corrected before
a Permit to Operate, Maintain and Use an Approach can be issued.
. ,'., <"'.4"" .
NOTE: An approach can be legally used ONLY after a Pelmit to Operate,
Maintain, . and Use an Approach has been issued.
PRE.SUBMITTAL RECIO
DEe 2 2008
or
. -'
,.
":
Transmittal of Final Permit to Construct a.State HIghway Approach
Highway Number 225. (McVay), at Mile Point.15
Application Number 5411.
Tuesday. July 18. 2006
Page 2
If you have any questions regarding the construction of your approach(es), please
coritact me at (541) 744-8080. I welcome the opportunity to assist you.
Sincerely,
~a(D
Lynn Stuckrath, Permit Specialist
ODOT District 05, Maintenance Office
Attachments (Construction Permit and OAR 734-051-0215, Liability and Control)
PRE.SUBMITTAI.. REC'D
DEe 2 2008'
. ,c.
PERMIT NO: 52782
Application Id: 5411
Applicant Information
I N'JUlIE DANIEL
I CoBRING RECYCLING
M.llllngAddress:
PO BOX 885
Eugene, OR 97440
Highway Number: 225
1""75411746.3023 (541) 726.9894
I'M~'UllED@BRINGRECYClING.ORG
Insurance Information
l,tP'D"YINSURANCE. INC.
I P2~O~:13616
I P~~;~~~006
Amoul'll:
$1.000.000
PolieyEnd:
07/17/2007
Performance Bond Information
leN/Any;
I Bond No:
Amount:
S .
Property Owner Information
NlllTl$:
JULIE DANIEL
Company:
BRING RECYCLING
Mailing Address:
PO BOX 886 '
Eugene, OR 97440 usa
flhone:
(641) 746-3023
eMail:
JULIED@BRINGRECYCLlNG.ORG
FAX.
(641) 726-9894
I Applicant Signature
Local Agency Approval (if required)
CHAMPS - d~rpt-"ermIUI~prch_con
PERMIT TO CONSTRUCT A
STATE HIGHWAY APPROACH
MllePoint: 0:15 ' Reason lor Request:
Property Information
I Address:
. 4446 FRANKLIN BLVD
EUGENE OR 97403
ICL;ri~
Higl1way:
McVay
MilePoinf:
.0.15
landmarks:
,
Route:
ORE225
E.nglrleenng statIon: Side 01 HWy:
101+65 R
Nell ForeSH:
N
175'-0"NORTH OF 19TH STREET
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Tax Lot Information
Township Range Sectiop
17S 3 34
, 17S 3' 34
17S 3 34
Tax Lot
1500
1600
2400
:.
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PRE-SUBMllTAl REC'D
DEe' 22008.
. Oregon Department of r.rt8t10n
Completion Date: 06/09/2007 1r
Improvement .
'.
.
Plan View
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Specification
Wldlh(W);
24.00ft
WIng Width (Xl'
7.00ft
PlJIIing lrnl (P11:
.00ft
Sutl'{Ds):
16.00ft
Culvert' .
None
Angll!l(A):
90
Curb-Sdwlk (K);
5.0011
PGl/lnQ lml~PZ\'.
.00ft
Oiam:
.001n
Len:
.00ft
Sub Sase Crae: . Thickness:
37.5mm .0 All\lrellate Base (1112".0: 6.001n
Base eras: ., ". Thlckness:-
19mm .0 Allllrellate Base (314" .01 6.001n
Level Crsll: Thickness'
SId Dutv Class 'C' Asphalt Concrete 4.001n
WearCrse: Thickness:
. Std Dutv Class 'C' Asphalt Concrete 2.001n
. Instructions
IssuIng. of permits unde_r these. regulations is not a finding of cO'!1pJiance with the statewide planning goals or the acknowledged
comprehensive plan for the ~rea. Permits are.lssued subject to the approval afcity, c~unty or other governmental agencies having
authority to regulate land use by means 01 zoning and/or building regulations. It shall be the applicant's rasponslbllity to obtain any
such.approvals Including, where appli.cable, \9CaI9~rnment determinatIons of compliance wIth statewIde plannIng goals. All
materials and w6rkm~nshlp shall be In accordance with current Oregon Standard Specifications for Highway Construction.
The Pennit is Issued .subject to the provisions of Oregon Administrative Rules 734-051,0045 through 734-051-0355, which. sre by
reference made a part of this perrr:it; and which are In effect at any partlcularJime in the duration of the permit
This permit is not valid until signed by a' duly authorized
reoresentative of the Orea,on Deoartment of Transportation.
Authorized ODOT Sign~~7' /,/ f I Date
~~~-'. 7-/P'''{'';K
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Dale
Dale
Page 1 of 1
Printed: 07/1812006 12:01:47 PM
PERMIT NO: 52782
PERMIT FOR ENCROACJ,iMENT, CONSTRUCTION
ON OR USE OF STATE HIGHWAY
Oregon Department of Transportation
MilePolnt 0.15
PROVISIONS
1r
Application Id: 5411 Highway Number: 225.
Reason for Request: Improvement ~
Applicant: JULIE DANIEL Company: BRING RECYCLING
140.301 Construction Plans are approved In general only. The District Manager or representative may require field changes. When revisions are made in
the field, as-constructed drawings mustbe submitted to the District.
150.101 The permit and all specifications, details, typical drawings and standard drawings attached to the permit shall take precedence over all plans,
. drawings and specifications produced by the Architect or Engineer representing the Applicant or Contractor.
150.103 The foliowing ODOT documents or subsequent revisions thereto, where appiicabie and not otherwise superseded by the permit language herein,
shall be incorporated for use in this permit: Oregon Standard Specifications For Construction (ODOT,2002), Oregon Highway Design Manual
(2003), and relevant Standard Drawings. ODOT shall have authority over the acceptance of all materials and workmanship performed under this
permit as stated in 00150.00 of the Oregon Standard Specifications For Construction (ODOT,2002).
150.201 Within 48 hours before beginning permit worK and again after completing,permit,work, the Appiicant (or agent) shall notify the District permitting
representative. ' ) ,,' ,
150.403 Applicant is responsible for maintaining existing structures, inclu~ing feflces, unless otherwise directed by the District Manager or his representative
. -0 . "./ . '
150.411 Applicant (or agent) shall have' on the job site, at all times: a copy of the permit and all attachments. 'The permit shall be readily available for
inspection. .
150.501 'The permitted work is located within the Oregon Utility Notification Center (OUNC) area. The OUNC is a utilities notification system to notify owners
of utilities about excavation worK performed in the vicinity of their facilities. The, utilities notification system telephone number is 1-800-332-2344.
_150.702 Do not parK on state right-of-way unless permitted by the District Manager, Comply with ORS 810.230. 810.160.'
150.703. Remove ail di.rt and debris from the,highway at the end of each worK shift or. more frequently if a hazard to the traveling public exists or as'directed
by the District Manager. ' .
170.303 Applicant shall be responsible and liable for (1) investigatingpresencelabsence of any legally protected.or regulated environmental resource(s) in
the ection area; (2) determining any and all restrictions or requirements thafi-eiate to the proposed actions, and complying with such. including bur
not limited to those relating to hazardous materlal(s), water quality constraints. wetlands, archeological ,or historic resources(s) state ,md.federal
threatened or endangered species, etc; (3) complying with all federal,"state, and local laws, and obtaihingallrequired and necessary permits and
approvals. '
If the applicant impacts alegafly protectedlregulated resource, applicant/permittee shall be responsible for all costs associated with such impact.
including. but not limited to all costs of mitigation and rehabilitation, and shall indemnify. and hold harmless ODOT for such impacts and be
,. responsible and liable to ODOT for any costs or claims that ODOT may have.
330.411 Native material found to be unsatisfactory for compaction shall be disposed off of the project and Department controlled .property. The site shall be
shaped to drain, contoured; trimmed and seeded with native grasses in a manner satisfactory to the DistrictManager.
330.421 Only earth or rocK shall be used as fill material. The site shall be shaped to maintain existing drainage, contoured: trimmed and seeded with netive'
grasses in a manner satisfactory to the District Manager. .
400:001 Permission is required for any person(s) seeKing to change drainage patterns which increasepeaK.fiow retes or pOllutant loads to ODOT RfW. The
impacts created by the development. must be mitigated to maintain the water quality and peaK surface runoff at the existing level. All of the
proposed Improvements shall comply with the Clean Water Act, Oregon Drainage Law, NPDES regulations, Total Maximum Daily Load (TMDL)
limitation guidelines, and the Endangered Species Act. . Erosion control measures shall betaken to prevent impacts to highway right-of-way,
during and after construction.
- PRE.SlIRMITTAl REC'O
nFr l} ?nnR
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CHAMPS - d_rpt_piov_woasb
Page 1 of2
Printed: 07/18f2oo6 12:02:03.F'M
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PERMIT NO: 52782
Application Jd: 6411 Highway Number: 226
PERMIT FOR ENCROACHMENT, CONSTRUCTION.
ONOR USE OF STATE HIGHWAY
,
Oregon Department of Transportation
~ \ .
1.
MilaPolnt 0.16
PROVISIONS
Improvement
Reason for Request:
Applicant: JULIE DANIEL Company: BRING RECYCLING
445.412 Any area of cut or damaged concrete shall be restored in accordance Drawlng.RD300 and "Typical Section,Pipe Section Under Sidewalk" See
~00445.41 O.
00445.41'lnstallationln Paved Areas: .
(a) General - Install pipes, within paved areas that are to be preserved, by open excavation, tunneling, jack.ing, 9r boring methods as allowed by
ODOT Permit. Regardless of the method used, do not disturb the adjoining pavement more than necessary. -
(b) Open excavation Malhod - Where open excavation method is used, cut, remove, and restore the pavement as follows:
(1) Pavement Cuts - Saw cut the pavement along each edge of the area to be removed when no pavament overlay will occur or when the surface is
carrying traffic. All other pavements maybe saw or wheel cut. Limit the area being cut, to the least width and extent praelical for installation. Cuts
shall be clean, vertical and made true to lines designated w~hin a tolerance of 25 mm. Depths of the cuts shall be sufficient to permit the removal of
pavement between or alongside them without damage to pavement or structures to be left in place, Remove and dispose of pavement lying within
the limits of the cuts and from any adjoining areas damaged by the cutting and removal operations according to Seelion 00310.
(2) Replacement Surfacing: .
a. Aggregate Base - After pipe.has been installed and the trench backfilled to proper elevation, according to Seellon 00405, for pipes 1800 mm and
less in diamaler and Section 00510 for pipes over 1800 mm in diamaler, place and compael aggregate base or foundation material to a thickness of
450 mm or the thickness. of the removed aggregate base, whichever is greater. .
b. Pavement- Unless. otherwise approved, the kind of replacement pavement to be constructed shall correspond with the same kind removed from
the area. Replace highway shoulders, driveways, curbs, gutters, walks, dikes, walls and other similar asphall"or portland cement concrete
structures with construction at least equal in all respects to that of the structures or parts of structures removed, similar and matching that of
adjoining, undisturbed struelures. Perform replacement work as follows:
- Trim all loose fragments from abutting edges of old pavement.
- 'Apply asphalt tack coat to edges of existing asphalt concrete.
- Thoroughly moisten edges of old portland cement concrete with water.
- Place, shape, compact, and finish the asphalt or portland cement concrete to established grade and cross seellon according to Sections 00745
(Light Duty) and 00440, as appropriate. -
- Respective thickness' of new pavement shall equal removed pavement thickness or the following, whichever is greater:
Material Minimum Compacted Thickness, mm.
Traveled-Way Area Other Areas '
Asphalt Concrete 130 100
Portland Cement Concrete 200 200
1040.002 Areas from the back of sidewalk to the property line may be used for landscaping by obtaining a.separate ODOT Miscellaneous permits from this
office. Any other uses such as parking or storage requires a iand rental or lease agreement by the department. No curbs, signs, posts or other
structures shall be placed on the right of way without written authorization from the District Manager or representative.
1.000 Special Provisions ,
2.000 If tax lot 1600 andlor 2400 become different owners, an easement will be required to cross over properties.
3.000 Parking spaces near approach could effeel safely of traffic entering the site from the McVay Highway. Applicant shall remove three of the spaces
closest to the approach (o~ the Northeast corner of the parking lot, or right side.as a vehIcle enters the site), nearest the approach.
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CHAMPS. d_rpt.))rov_woasb
Page 2 of2
Printed: 07/1612006 12:02:03 PM
~-7r
PERMIT TO CONSTRUCT A
STATE HIGHWAY APPROACH
Application Id: 5411 .
Highway Number: 225
MIIePolnt: 0.15 Reason lor Request:
.~- .~
-, --.
Permit No: 52782
Issue Date: 07/18/2006
Completion Date: 06/09/2007
of
~
Applicant Information
Name,
JULIE DANIEL
Company:
BRING RECYCLING
MIlling AddresI:
PO' BOX 885
Eugene, OR 97440
Property lilformation
Tax Lot Information
I Address:
I.
4448 FRANKUN BL YO .
EUGENE OR 87403
County:
Lane
Highway:
McVay
MUePOlnt
0.15
. Landmart<S:
Township RIlngo Sc<tioo Tax Lot
engineering 5taUon:
101+65
ROIJte: . .
ORE225
5it;le R' HWy: NaUNOf..rt: I
178 3
178 3
178 3
34 1500
34 1600
34 .2400
Phone: FAX:'
(541\746-3023 (541\ 726-9694
eMall:
JULlEDClilBRINGRECYCLING.ORG
175'-0" NORTH OF 19TH STREET
This placard should be posted and visible from the highway at all times
during construction.
For inspection, call (5~1) 744.8080
~
.
PRE.SUBMITTAl REC'D
DEe. 2 2008
~
CHAMPS ~ d_rptJl8ffillcupprch...,plac
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Date of ~o11oYI Fg~K~Y :2 2001 at t,)! PM
lIrnount of rMU~AnOe:
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t. Name of In'ur.~l
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Suoc...o~. or .'Iigna a. may be inoluded withi~
t:l:e c!8finieio:1 of illlured in saocion Ill)
2. The eaCet. or l~tare.t ~ the l~ which i. encu~roa ~y the in8~red ~crt9aga i..
Fe.. 51"!'..
3. Th. .atata Or inc.raac in tho l~ ie vested in:
llRlNa UCYC'LllItJ
an Oragon nonprofit corporation
~. The inaurad aortgagD and a.eienm~~c. tb.r.~t. it any. are ddDcribed .. !ollo~.:
I).ad ,f 'I':"1.:lt. !:aQlud~ the taft!.. aad ~ro'\~i.ion. :ha..eot, ax.cu,::ed by
Bring ~cyoling, an oragon n~profit corporation. to C..oade Titl. C~ln..
C:n.._~_tion. '1'=..:e.., fcor the be..efit of S!\I.."" Vell,,:! Bank l:u\10nD Br.r.eh.
1l.".fi<=1ary, datad hbruuy l, ~O~1. re==.4 i'Allt'Uery :3, ~OOt, R"o.pt::on 110.
2001-0058il, Lant Coucty Official ~'cord.. to..eCUre p"~~nt of a nota tor
~HG,OOo,oo.
5. ~e land r.ferred ~o io tr.i. po~icy i. d...cribRd a. fol~o~..
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PRE.SUBMITTAl REC'O
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ll.gilUling at a poi..1: On tha'110..tn.r11' dlf!l.t of WIll' 1i". of tne South...n
Pacific Rmilway 1n Section 34, ~.hip 17 sou~, Racg. ) Weat ot the
~111amatt. Narid1an, 1208.~4 f..t South and 838.05 te.t ...t of thQ Yo~hwe.t
corner of th. D. HaVill' Do...tion Land Cldm :110. B2, in .aid To"",.h.ip and
Range, ADd from a.14 poibt of ~.ginnicg tun thenea North 14' '0' Weet .1.5
f.at to the South lic& of th. rOadway ....Nent, &aid point boing ~kQd by a
5/. ~fteh iran bar; Chance South 8S' 0'" W..t 203.1 feel: along the SOutherly
li... ot the a,dating roadway to . 5/8 ineh i=" b...., thm:ce 110uth 2' ~5' S'UI:
118.5 fa.t: to the Uorr.luorly right of way lin. of the Soutl1'":lI Plloific bil....y
rig-hI: of val', thence ~o..t:h 5P 42' IlIut along 8&1d rail...y ..ight ot way ~Jj. G
f.et to the place of beginning, ln ~&fte County, Ore~on. .
ALSO I laginnicg lit a point on the Yorth.rly right of .....y line ot the
Southe... Paaifio lQilw.y 1n Sa"tion H, TOWntoi:ip 17 South, Range 3 Welt.
Will.~.tt" ~.rldiar., 1~oP.J4 f..t 'ou~h aDd 03a.05 feet '.Dt ot the ~O%Ch"'.at
corn.:r of th. n. ""Val' Donaticn L..nd C1al111 Uo, e2, in .aid To.....h1.. a::.: li.anglO
and l:rgll eald pain:: ,,~ htl\JUu1ini :I;"\ln thence Ifcrtl: H' 30, West l8e. 0 r..t to a
;>oint or, tha North lin. of the tract of lADd ~__../ed to Sam Le",~. and
rOQo:r:da~ in Boor. 35S, Page J9, ~an.. County O~n Deed R.QO~D: th.ne.. E.at
aJS.il foet to t~~ Weat boundary of tb~ .tat.. high~&y, l:orm...ly High.....y No.
~il th~e 80utn 17. 22' m.st alcng ~he ~eat boundary of .aid highw.y 92_e~
~e~t to the Narth,,:rly right of WilY ot tbo Southern P."lfic RailwaYI thence
along the ri~ht Of ...ay ot tho eouthe~ Paoific South ~J' 42' Weet a~~.~e Ioat
to t~e point ot ba;1naing, in Lane County, Or.gca.
~OJ Beg1nn1n" at a on. aDd ona-half inch i~ pipe "'l'k1ng tho North......t
eo.."... of the I). JIIeVay Debatio.. Land Claim :1:0. 82, To\ftll!hip 17 South, .RlIUlge
3 Neec of the Wl11a~tt. Meridian; theno. SOUth 0' 11' S~. West, l032.5~ r.et
aloag tbe w.at line of .aid Clailll to .. point: thanoe Bast &18.0 f.et to a
point lllQrked by an iron red, thone" ~orth e,' 25' 30. Bast, ~35.3J fee~ .loag
a line P.rallal with and cea toot S~therly t~m ~~ eKiatang tenco l~ne (b.ing
a Cyclone F=nce, aix f.at in beiwht &nd havigg tenc~ poat. .et in Conc=a~e) to
the tXUa point of b.gi~1ng, thence ~~ 8~' 2'- ]0' Ellie 98.92 ~eot to a
yOint ~o t~a H..terly right Of way line ot ~.Q, Highw.y ~o. 99, thence
No..th 1?' 22' 30" We.t, 9.02 teet alon" ..io! "..terly right of ....1' 1:I.oe to .
point mark.d by &0 iron pin, tAaac. 'outh D&' ..' Neat 95.'0 ~..t along a
line pauU.l 1oI1th &zl.d ODA toot Southerly froll. >'IlU............cl Ilt dsht aoglu
to tl.. above ,"cottoned leA""' to the tr.le :>oint of b"9'i~, ill !An.. County.
Or-son.
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PRE.SUBMITTAl REC'D
DEe 2 2008
I
B2/B4/1994. Bl: 41c 541725~nq4
BRING RECYCLIW
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BIl9'1lU1ing llt 1I point: 1178. S6 tellt South ouui IJO. U tht kat ot' the Nortbveo~
co~~ or ~e D. MCVBY Donation ~ Claim No, 82 io Section 34 ~ To~h1P
17 South. RllAg& 3 WlIlIt ot ~hll Wilhmette Medd~lIA, AIlt! run tbe=B Soutb B6.
0" Weet 203,DI t.et along tho Southerly lice of thA existing ~adway to a ~!B
inch i~ bar; tbenae SOUth 2. 16' malt 118,6 re.t to. the No~tbllr1y rigbt c!
~y line at tba 9cuthaxn paoific RailwaYI thano. Scuth 53' 4~' ~.ot 41.B2
tell':/ theeC\! Waat 123.11 t.at; tlltt"". 1.av1ng tha rdlo...y right of ",ay and
run N~rth 302.28 fellt; then"e ElSt '20.l5 r.et; th~oll' South 1.. 3D' Baot
145.&' fllllt to tho point of beginning, in Lan. County. Oregon.
!IXl::EP'l'Dlll 'rIJ&REl'ROM that Po~Uon of !:he above .t....ct:. it any.
1yillO North of the bewuiary li"" 8otabl1eh8d in to....t C:llrtain
a9~nt reaarded "0 Janu~ 17. l~S'. Recaption No. 472&P.
t8l1a Colal.ty Orll5lDn Deed ROC:Oz-dI, all ~ La"" County, Dugen.
PAll.C!L ) I
TIw Ileac !"1!ty (501 tll"t of tho Nc~th half or t.ct 10 of .the ;>1..." o'f Brooklyn.
.. platted and rec:o"q"d :1.11 9"01< 2, Pag.. U. :OaM Cc=ty..Or"!JOn Pl..t RcoordP.
in Lane CCUZlty. Oregon.
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tbia P01~DY ~oea net insure againat 10.8 or d&~ CAnd. th. company will no~ pay CClt.,
attorney'. ta.. or expenses) which arida by ..aaeon of,
G8NKRAL BXCB~TI~8'
1. e. r~. Or .....8m.nte whioh ara DOt 8ho~ aa .~1sti~ lianB by tba
noords of any eal<1llQ' authori!;y thAt levi.. t&X88 or aueumentl 00
real P1=t>pu.ty or by the pw;lic ra"orda.
b. l>rocuding. by " p'.1blio ..gllney whicll. may result in te.><n or
_SDe~~ment., or no~ice8 of eueh proae_d1Dga, whecher or not Dhown
by tn. racord. o! suoh agency or by ehe public recoT.d~.
.~ &. maaemertt81 lie~., anoumbr_no.., intere~t. or claim. the.eol wh!=~
ara uot sho~ by t~. publ~c recorda.
b. Any lacts, righ:I, intareat., or clai~ which ara not ahown by tho
public reccrds but ~ich could be ssaertainad.~ an in.pection of
the land or ~ maki~ inquiry of paraona in possesaien her~ot,
), n~.~~.pancie., oonflict. in hound.ry 11nao, .ho~.ge in ara.,
enoroaobmantB, or Any otber tactl which a cor~ect 8~Y would
d~oglo.e, end ~ich are ~~ showu by =h. pUblic ".oo~d..
4. a. Unpatented ftljnin.g claims I
b. ~elerv.tioo. or .tcep~ions in patents or in Acta aut~orizirJ9 tbe
i.auanoD thereOf;
c. W.tsr rights, =laims or title to water;
whethar or no~ the matters exclIpted under (a), lb), or (0) are oho~
by the ~~lic r.~ord..
,. Any lion or right to . liso, tor services, labor or material.
hareto~or. or hsrsatter f~ished, impOsed by law and not shown by
the pUblio recorda.
..
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"I;]. 698--P. 5..~7--------
'!'~.'.
SP!CIAL ~C~P~ION8,
.. Any i~=Qvement loo~eudupon ehQ ~n~urmd ~roperty wbi~h 1& de.o..iba~ or
datined ao a mo~ila home ~e~ the provi.ionm of Ch~ter. e03 and 820, Or~on
Revi.8~ Statute. and i. aubjeot to r.giotr.tien a. provided thftrei~.
'). Buamftnt, in<:lu<!l.ng the te:-m. ~ p.."vidon. tllereof, gre.r.tod t:.. Pac:'.f.(c
Telephone anti Telegraph Company, .. CalirD;t'nia Cc%jj>or4tien, bl' in'tru",<>nt
regarded Maruh 9, 1949, in Bcc~ ..9, P.e~ 480, Lane Coun~y Ore2on Deed
];<""o;r"-a.
'I"
e. S."'",,,nt tel:' a",ining- l"OIIdway a. d"."'ribel!i" that <I"=d rec:ord"d .Jun. l.q,
1954, aoeaption ~a. 31753, Lane Count~ Cregon Deed ~aoord.,
" Sit.. roview aubdilltrlc!;.. ineludi"g t.:'.. t"m.. And l'""vision,. th"'reo~,
notia.. of which was rlOcorded June ~5. 4993" Raception llto. 9l~950~. ('1'a:< lot
lllOO)
NOTS; TAXv8. A~$e~.or'. Map No. 17 '03 J4 4 4/ Code 4-l4, ~OOO-2CC~. &8
fOllOw., .
#1600, Aooa\lnt No. 2018(4., in th<o ","o""t of ~3,68e.Sl;
#1600, Acoou=t NO. J019S1. in ~I Dmonttt o~ $1,953.,0;
j12400, AllOOUDt Nt;>. 301943, in the DIllOWl.t ot, ';6.02, Al.iI. PAID IN P'~'LL.
Mobilo H~ Tax~~. COde '-11, 3000-2001, .. !olloWG'
Aooount No. '0~7351, .~unt O~ $36,09;
Account NO. 4007918. &mou.nt at '53, 8~. AtoL I>AID ~lIl."ptll.L.
~illboard only Aco~unt No. 1801415, in tho amOunt. of ~S6.9~i ~~:p
:1:11 J'tlLL.
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BRING RECYCLING
PAGE 05
NO. 698~. 6/~- ..~-~_.-
BCK2PULI 8 - PAR~ II
Pcl10y ~o. 38-30~O-107-0001~803
In addition to t~o matter. .at ~a~th in iart ~ or ~hi~ SOhedule, the titl~ to the e~tat.
or interes. in the land desoribed or referred ~o 1n gche~ul. A i. 8ubject to t~e
rollo~ing ~tt.rJ. if eny be .~~n. but tho ~cmp.ny in.urea that ouoh ~.ttere arB
.~~ordinat. to .the lien or charge of the ineurad mortgawe upon e.ia 8RtMtB or in~.rqet'
1.. l'I..i\lDft\.ont af L...."'" ...,d Rente, including \:he to;nne and ;>rovia;l.onB
tl\e..aot, troll arb.g li..ayclinSf,,,,, or..gon nonprofit corporation. to .S;l.u.:a~
Il'aU.,y lank ~!lIt.... Sra.noh, daeo<t FoJonu-y I,. 2001, ..ecorded "..bruery 2, 2001.
Reception No. 2001-0Q5B~4. ~ane Oour.ty Oftici..l Recorda,
3, Plnanoing StatemBnt rocorded February 2. 2001. Rftception No.
~001-0a59~5, ~ane County O!fioiel R"co~a, l!e~D &xing RecYclil~, ag ~~b~or,
..n4 8i~.lav V&llay Bank ~'iene Braner., aa Cvaditor, with .cc~rity i~fo~ation
ob~etnable f~om or&dite~.
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.,.ii' "PPDPERTY. THE GOMPM~v ASSml"S ~"..' ; 'j:.
11 't : NO LIABILITY FOfl '~CCIJR - - ~. ~
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RETlJ.~N 70 CASCADE TITLE CQ.
~q- L<-3L.:!>9
~ EUOO-99"l'\ ""'"
Di~'uJon of Chief D~utv CI~rk
L.ne Cou~~y De~d5 .nd ~.cords
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200l-B1SB9J
~1~1~Ji![~1(III1W~J!~lllil~II'11111111
, . 02/02/2001 01'05'.9 PM
RPR-OTR Cnlcl SlocS CRSUIER.5 ..0
t4..00 $1.... tit...
$61.00
\.,..../):I,,~:slJ-4~,_Oll.Jln oU{nn
. Space Above ThIs line For Recording Deta
When recorded retUrh to SiuarBW Ven.,V Bank. 260 Countr.,. Club Road, Suite 230. POBox 11628, Eugene.
Oregon 97440
DEED OF TRUST
....1 \
1.. , 'il"
DATE AND PARTIES. Ttitl d4te of this Deed Of iru8t (Security Instrument! is. febrUt::lry 1, 2001. ihe parties and
their adctreS8'E18 era:' ^ l"
GRANTOR:
BRING RECXJ;JJti1l
8n Oregon(e(ffPD,~trJ;f
P.O. Box: 885
Eugene, Oregon 97440
TRUSTEE:
CASCADE TITLE COMPANY
Corporation .
, Invalid stMe abbreviation
LENDER:
SIUSLAW VALLEY BANK EUGENE BRANCH
Organized ltnd existing under the laws of'Orogon
260 Country Club Roed
Suite 100 '
P.O. Bo. 410
Eugene, O!Bgon 97440
,. CONVEY AN.CE. For good and Vi!lll!.oble consideration. t-he receipt Bnd sUffh;:;lencv l)f which is at:knowledgod.
and to S.~f;ure the Secured Debts llInd Grantor' $ ~erformanc8 under this Security I~Btrument. Grantor jrrevoc~bl.,.
grant" Convey!!. end sells to Tru:!:;tue, in trust for the benefit of leneter, with power of sals. the followin9 described
propClrty;
See Attached EXHIBIT "A"
The prl;Jperty is located in L:me Counw &t 4446 Franklih Blvd.. Eugene. Oregon 97403.
Together with ell rights. easements, appurtenahce9, rovo.lti85. mineral rights. oil and gas righbl. crops, timber. all
diversdon payments or 1hird party pOlyments. mode to crop producers and all exietinQ end future improvem~Ms.
struc:turet:. flxturas, and raplecemel1ts tne.t may now, or at ony time in the future. be pert of .the real e!tate
desc:rlbed (QII re"erred to 89 Propertv.. Thle Securiw lhatrument will remain in ~ff"c:t vntil the Secured Debts end
all underlying ogreements have been termlna.ted in writing by Lender.
2. MAXIMUM ObLIGATION UNlIT.' The" totEd princ:lpal amount secured by this SlU:urity lnl>trumant at Qny one
time will not O);c:eed $396.000.00. This limitBtion of amounl: dOD5o not include interest end oth,r fees ~nd ch8rge~
validly made pUr$Ullnt to thi$ Security Instrument. AllIa. this limitation does I'ot apply to advances mede under
the terms of this Sec.urlty Instrument to protelet lender'!o $ocurlty Bnd to Dlftrform el"\Y of thecDvenents eohtalned
in 'hII;' Security In.a.trument.
3. SECURED DEBTS. This Securlty Instrument will secure',the folfowing Secored Debt~:
A. Speclflc Oebts. The following'debts .and 611 ~xt-en!o'ori.8, renewals.~refinBncings. modificatiDng and
(ep\~l::"'m8n's. A promissory note, No. 1000065691. dated February', 2001. from Grentor to lender, and a
IOi}n 8moun~ of l\3Q6.0C)O.OO end maturing Oh rQbruery 1, 2006.
E1RI"-lGR_c,.t:IIMO
O."'JO...P.....OlT...orc
ORI.U:::tX.;U"npllO....~eol)OOJZIl5l)20011 ~Ol 'f
- , live BlIMtOlD Syl1.mos. I~.. 51. CJl;lvd; MN C
,nlu.IOIM
p,.o.,
PAGE 88,
PRE.SUBMITIAL REC'D
DEe 2 2( 08
...;:- ~.. --- -- -
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541725' '4
BRING RECYCLI~
'~, t, ,
,
8'. Sums Advfll:'1c:vcI. All s,um& advCJnced and expense!;! Incurred by lender under the terms of .this Security
Instrument. , ,-,4' I
-: .1
4. PAYMENTS. Grantor 8gree~ that nil payrnl':l:nb> under the Secured Debts will be peid when dua and in
tlccordenee with the term!l of tl1a Secured Debts and this Securlty.lnettlJmeht.
'5. WARRANTY OF TrrLE, Grantor werrl!ln1$ that Grollntor is or will be lawfully seized of the e~te.te corweyed by
this Security 'l1strUment ond hC5 the right to irrevocElblv gram, convay Gnd sell the Pr()J)ertv to rruBtee, in trust,
with power of !Iale. GraMor 1I1ao warrants thet the Property i$ unencumberoo, except for enculllbrenc=.e!l. of
record. . .
. 6, PRIOR SECURITY INTERESTS. With regsrd to any othl!lr mortgage. deed of trust, s:ecurjtN' agreement or other
lien document that creatWd a prior security intere~t or encumbrance on the Property, Grantot agrees;
A. To mnk.. all payments whel1 due Bnd to tlerform or comply with all cove.na"nt!o.
B. To promptly deliver to lender any notices that Grantor rlctives from the holt1~r.
C. Not to allow lJtl'v:;,-modificBtion or extensioh of, nor to request any future ~dV~nCEl8 linder any note or
agreement :&Il:leured bV the lien document without lender's prior written eonsoht. . .
7, CLAIMS AGAIIVST TITLE. Grantor will pay fill ''tIllXIl:l&. assessments, liens, eneumbrZlnC9&., loese pllyments,
ground rents:, utiliti.s, and other charges relating to the Property when due. lender may require Grantor to
provIde to Lender copie;s of 1I11 notices tt'la't such G!T1ountsine due and.the receipt::; evidencing Grantor'!! payment.
Gr{mtor will defend title 'to tI1e Property Ilglllnst &ny c1alm& that would impair the Ijen of thie Security Instrument.
GrMtor agrB8" to assign to Lender, alii rOQu9sted IlV Lender, any rights, claIms or defense.!!. Gnln'tor may have
Gg;,in:9t parties. who supply labor or materi&ls to malntai!" or improve thlt Property. .'
e. DUE ON SALE. Lender may. at its option, d"tlara the entire balance of the Secured OElbtst''O be immediately.
due and payable upon tho creation of, Of contract for the creation of, el traMfgr or Bale of the Pr~pertv, Thi$ right
is subject to the restrictions Imposed bV fedorel law governing the preemption of state du~on~sale law$', as
applicable,' . .
9. 'TRANSFER OF AN INTEREST IN- THe GRAN'TOR. If Grantor;$ ~n entIty other than 8 nl!lh.lr~I~PBrson (such as a
corporation or olher orglllni2':tttlonl. Lender mAY demand immediate payrtltlnt If: .
A. A b~nefici81 interest In Grantor is.$old or transferred. '
B. Th~re r!; .ochlllnge,in either tho identity or number of memba/8 of e pa,rmership or simlla~ entity,
C. Then) Ie e c"enge in ownerShip of more than 25 percent of the voting stoel: of, El ~or~or~tjon or similar
entity. .,'.'
HOW<g."lI3f, l8f\Q9f ml!iY 1'11)\ demend' payment in the ebove ,ituetio:ns if it Is prohibited bylaw Z18:0~ th-e date of this
Socurity ln~trument, ,.
10. WAR~ANTIES AND REPRESENTATIONS. Gral'lter makes to Lendor the following::'warranties l'Jnd
representetion; whlcP will continue llS Icrng 89 this Security Imltrumenl is. In effect: . .
A. Powor, Gnm~or is duly orQ'aniz~, l!II"Id valldlv exi!lting and In good standing in al~ J~ri~'diction!i in whi~h
Grantor oper~te8. Grantor has the power l!Ind authority to enter Illta.thls tr~n!lQction Gnd to ~lIrry on Grqntor'$
bU!liness or actl.....lty as: it is now being condUcted and, as applicabla. i!l Quelified 'tG do &6 \n 1:!9ch jurisdiction in
whIch GUlntor operates. ,:;
B. Authority, The e~Beutlon, delivery ~nd performance of this Security In'trumant and the:~bi.iglltion evidenced
by this Security Instrument lire wIthin Grentor'& powere, havG been duly authorized, h'i:lYB recei....ed all
ngCe8sary governmental epprovGl, will not viOlll.tellny provision of l.ow, or order of court' ~r governme"nt&l
tlgsncV, und will not vietste any IIgreement to which Gnmtor is a party or to Which Gr~n'tor is or eoy of
Gr~ntorl8 property Is subject, >, :..
C. Name end f1Il11cl! of Buslns!!s. Other th~n previoLlsly disclosed In wri"ting to. Lender. Gran"tor'.httf> not changad
Grantor's nGme or principal place of business within the last 10 years an'd has n01 used llnyother trade o~
fictitious nume. WithblJt lendar's. prior written Constllnt. Grantor does not ,gnd will not U:se any other nerne ~nd
"",ill preserve Grantor's existing MmB, trede names iimd fnmchis.es. ." '. ....:. .
. . . . .~;~.,,~~~.
11. PROPERTY CONOlnON. ALTERATIONS AND INSPECTION. Grantor will kgep the P~operty i!'l good condition ",
and make ell repllirs that ore reasonably necessary. Grantor wtll not commit or allow any WI'6t~. rmpalrment, or
detoriQratlon of the Property. Gmntor will keep the Property free of nox.ious weeds enct g'rassef;; Grantor agrees
th.;t the nsture of the OccuPo!lncv end use will" n01 sub$:'tl!lntli!llly chB"-~e. without Lende.r'$ prior written consent.
Gtllht.m will not purmit a.ny ch"nge in eny Iicenu8, restrictive covenent or ell:sement without le'nder's prior writtttn
consent. Gr&ntor will notify lender of ell demands, proceedIngs, clBims. I!'hd actions agllirn~ :Grer1tor. end of sny
..Iosl!. or di:lmage to the Propertv_
t "..._' , :... ..'... . .
j No portion of' ths,Property will be removl)d. demolish"d C;lc materiallv 1Iltered without L\!Ihd'er's prior writteh
conSEl'nt except that Grantor has the right to"amove i1:ems.of personDI proportycomprising tl part of the Property
th/!lt bec~me WorM or obeol&t., provid1:!d that 8~ch per$Onlll property is reple;t::ed with other "p.raomd property /!It
lea$t equal in velue to the reDlaclbd'per!lonel property, fr8& from'env title retentIon device. security agreement or
other gneumbraf\ee. Such ft-pl./lcament of personal property 10'\1111 be dftomed subject to the 5ecurlty interest
created by this Securltv'ln!ltrumflnt. Grantor will not partition or Elubdrvide the Property without Lender's prior
written conSlent. -
L~nd9r Of Lo"d.r.B llIaents mev. at Lendl!l,'j option, en1..r th<;l PrQPertv at ..ny ~"C1$;on61bla 1Irn...for th9 DurpOI!l~ 01
inf<p~c:tlng the Prop.rtv. lender will give GrentQr notice llt the time of or before en .in9pectlQn specifying 1lI
res~onl:lbJe purpbsc::: far the i""p.ction. An'f Inspection ot the Property will be entirely for Lender'S benefIt ~nd
Grontor will in .no wev rely on'lend~r's ln9pecticfl.
tlRrNGRIl'I:YClllllo
o...o,on O"..dOI"rruwl
0~J4X.:t;O:t..n",OO442(lOW0314$02.00' 1801 y
.1996 B.lItlhr.. SWl'l'OIlI. Inc.. SI. t:l6ud. MN C
l"it;DI.~
PeO_2
PAGE 09
PRE.SUBMITTAL REeD
DEe . 2 2008
12. 'AUTHORITY TO PERFORM. If Grantor foils to perfar,.., Bony duty or any of the CO\lBnents cQnt(lined in thia
Security Instrumont, lender mev. without notice. perform or cllusa them to be performed. Grantor fl.ppoinU
Lender as. attorney in fact to sJgn Grantor'.s nemtt or pay any amount nece,.sary for'performance. Lender' I> ri~ht to
porform for Gr.'mtor will not I;'ellto i!ln obligation to petfo.tm, &hd lends,'t; feilure to parform will not preclude
Lender from exercising any of lander;s other rights under thB law or this Security Inl51rument. If Dny construction
on the' Property i.s di"continued Qf not carried on in III rcuQn{:lblo manner, Lender mllY take all steps necessary to
protect lender's $eeurity interest in the Prope:rtv. including completion of the construction.
13. DEFAULT. Gr&ntcir will be in dehult If any of the following occur~
A. Payment3. Grantor fl:llls tD'rna.ke 8 payment In .full when ~ue.. ,I~
B.ln,olvoney. Grl!lntQr m2lkea a".asslgnment for the benefit of creditors Dr becomes Inaolvent. either becau:m
Grantor's Iiabilitiea exceed Grantor's as.Stlts or Grentor i$ unable to pay GrCl'\tO('S debt$- a$- they become due.
C. Bueln6!1!11 TermInation. Grentor merge$;, dinolvlI", roorglll"\Ize5, Imds Its bO$lnes5 or exh.teneo, or l:l partner
or mi!Jorlty owner dle~ or is declered legally incompetenl. .-
O. FeRure to Pllrfortl.C.' Grantor fol(s to perform any concj'ition or to keep any promise or covenant of this
SflCUrity Instrument.
E_ Other Documents. A defllult OCcurs under the terms of Bny other tren5l1:u:tion docuTTll!nt.
F. Other Agreement~. Grantor is in dof8ult on any other debt or egreement Grantor hBg with lender.
G. MI:Jrepre3ehhltlon. Grantor makes, Bray verbal or wriltel'l stetemont or P"ovide~ OhY fihDncial information that
is untrue. InacclJri!lte. or conceals ~ r1leteriqI fact at the timo it is m~de or provided.
H. Judgment_ Grantor f~jJ$ to satis.fv or appeal tinY judgtn8I"Jt i09zdnst Grzlntor.
I. J:orfeiture_ The Property is L1~e;d ih ~ monner ot for 1I purpose that threatens confiscation bv a legal authority,
J, Neme ChangB. Grantor ch8nge~ Grantl)t'$ nllme or <ts&lJmea an additional name wIthout notifying Lender
before meidng such e change.
K. Property irehlrfer~ Grantor transfers ell or.~ sub1ihmthd pi!lrt of GrBntC?r's money or property. lhis condition
of default, 8B it relate!! to the transfer of the ProlJerty, Is subJect to the nJ!ltrictions contained in the DUE ON
SALE section. .
L PropertyVelue, The "'Blue of the Property declines or is Imparred.
M, Me1erlel Change. Without tir$t notif.{ing Lender, then! iB '" material change in Grantor's; businu.(;. including
owner3hip, maf1eg~m.nt, and fini!ll1c1al conditions.,...,:: _ _..@.. .
N, In~ocurlty. Ltlnder reBaonebly believes 'h8~J1o,,:,~~"c\.lre.. .
14.. RI;M!:DIES. Lender mey ute lmy end i!l1I r,,"edies lender hss under state or feclerbllCt.w Qr it'! ttny inMrument
evidencing or pertaining. to the SeeurQd DobtB. Including, without limitBtion. thl'l: Dowor to soli tl10 Property. AhY
"mounts advanced on Grllntor's behalf wll/'be ImmedIately due end mav be addBd to the bl:lltmce owihri undet the
Secur"d Debts, lender rnay make ! el~il'T'l for ..,ny and all insurance benefits Of refunds thet may be available on
Gr-(IIntor's defelllt.' I . . , .
SubJl!Il;:t to Bny rlgh.t to cure, required time IIchedules'or otl1er notice .rights. Grentor mc.v ~ave under federal snd
$tllt'.l law, lender may make 81f or cny part of the amount owing by the terms of the Secured Debts immediately
duu IInd foreclose this Security It'lfitrument in s mann~r providod by law upon the occurrence of e default or
tlnytlme thereafter. '.
If there is 8 default. Trustee wfJl. in addition fo bny other permitted remedv. at the '~que.st at thelander, advertise
I:lnd sell thlJ Property a9 0 ~hole or in sepZlrate parceb: at public auction to the highest bidder for ca;sh end convey
absolute title free and c1eer of ell right, title l;Ind interest of Grantor at such time end place u Trustee .designates.
Trustee will give notice o.f $ale Including the time, terms and pli'7ce of aale and 8 description of the Property to be
sold a& required bV the ftpplicabla lew In effect at the time of the proposad 8ele.
Upon !Jole of the Property Clnd to the extent not prohIbIted by Jew, Trustee will make and deliver 11 deed to tl1e
Property !told whicn eon"eys absolute title- to the purcha'ier, and after first paving &11 fe&tJ, ch~lrges and coats. will
pay to lender &11 monoys cd....enced for rep~ir$. tOX86. insurance., liens, eS$e$$ment$ "lld prIor encumbrance9 end
int'.lrnt thereon, and tho principal ~nd interet.t on the Secured Debts, pavin'g the 5lJrplus. If any. to Grantor.
lllhdl.'r may purchase the Property; The recital, in (lnr deed of conveye!1ce will be prima f&c1a evidence of the
f ",cts set forth therein..' , .
All remedie$ ere distinct, cumulative 8nd not exch..I!1ive, and the lender 16 Bf"ltftled to oil remlJdies provided at la~
or equity, whether or not expresBly get forth. Th" cCcBptence by Lender .of any BUm in payment or partial
payment on the Secured Debts after the baltmce Is due l)r is Dccelerated or tlfter foreclo~ure proceedLngs are filed
will not constitute a wehler of lendet's right to require complete cure of 8nv ex;i9.ting dehlult. By chooslrig any
one or more of the"" remedies L.ender does not give up Lender', right to use IIny other remedy_ Lender doe$. not
waive a def-1iult jf Lender ehooses 1'10t 'to use e; rem&dy. By electIng not to uu any rarnody, lender does not waive
.len'der's righl tD later consider the evant a default and to lJse any remedies if tne default continues or happene
",gcln.
15. COLLECTION EXPENSES AND ATTORNEYS' FEES, On or ofter Default. to tt,e ex.tent cermitted bV hlw.
,Grantor agrees to;pay ell expenses of collection, enforcement or protection of Lond'l!lr's rights and remedies ullder
. this S~buiitv;l~gtrumcnt.~'Gr~ntor egfaElS: 'to p~yexpe",~~s for Lend.r te lnspect Bnd prl!gerv~ the Propt!lrty ond for
'eny.;.'ecordatfotl Coats of releasing the Property from thIs Security In!itru'mot'lt, EXDeneee Include. but 8'6 nQf
'itnit,,~~tc! ~ttorn?y;'. tees, c;our1: c030ta end ot!)"r relJ~1 clI:pBnaeEi. Tt)es8 expen$Cs tire due and peyeble
immediately, If not peld Imm"dl~tely. these eXpen6es will bEl~r interc,t from the date of payment .until pldd In full
lit the h;ghes.t internt riYta in @ffect:!l5 provided for in the terms of the SBcured Debts.. To \tis extent permilted
by tot! United States Bl!lnk.ru~tcv COde, Grantor agrees to pey the ree.soncble DttorneYB' fee, Lender Incurs to
coll'.lct the SecurlJd Debts as aW8rd~ by any courl exercl51ng Jurisdiction under the Bankruptcv Code.
I:lIl.IJJGIl."y"II"O
OI~OnO.lIldO''fIU:It
OI\Iu:u.x~.npOO".Z60000~24!0200118()1 y
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PRE.SUBMllTAt Q :C'D
DEe 2 ZOOl
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02/04/1994 01:41
541725 '4"
BRING RECYCLH
18. ENVIRONMENTAL LAWS AND HAZARDOUS SUBSTANCES. All Usgd in thif: 9oc~io.n. (11 Environmont;!!1 LlIW
""eQn!!. without limitEltion, the Coml='rChaMlve' 'Envlronme~tl!ll Response, C3.mpens"tldn and 'liability Act
rCEAClAl, ell other federel, $tQte rand loct!lll;!!w$', rOlJullStlons. ordlnllnceD. court ordero. attorney genl!lrcl opinions
or Interpre11ve letters concerning the public: tUH'Ith. safety, walhre, enVlrOhment or D hatardoU5 $UbstelhC:~~ tlMd (2)
He:zardous Substance: rnetlns flny tox'c~ r~dloactlve or hazardouB materiel, waStte, pot!utont or contaminent which
has characteristic!l which render the $Ub$:UII1CI) dangerous or potentially dangerou8 to the public health. safety.
we:lhue or environment. ahe term inr:llJde.s, without limitation, lInY 1>ob&tances defined liS "hazardous mllterh:al,"
"~OX!c substance." "hezerdous WBJte:' "hazerdous $ubst~nc(J:' or "reglJl",ted subst;,ncs" under any EnvIronmental
La.w.
Grantor represent!ll, Warrtlnt$ lmd agrQl96 that: ,I~
A. Exetpt as prevlo\J~'Y dIsclosed Qfld Bclr.nowledged _in writing to Lender. no HS2:Brdou~ 'Substance has beefl,
is. or will be located, transported, manuffactured. tretllteld. refIned, or handled by Bny per90n On. under or about
the Property, el(cept in the ordinary eourSe of bu.slnes8 and in strict compliance with all flpplicable
Environmontal Ltlw.
8, Except as previoll~IV C(is:closed (tMd ;!Icknowledged in writing to Londer. Grillntor hus not Bnd will not cause,
contribute to. or permit tho release of any He2;erdou" Substt!lnco on the Property:
C. Grantor will immgdJ,,1ely notify lender if t,l' II r.leu$ or thrslltened release o_f Hezardous Sob!ltence occurs
on,' under or about the Property .or migrate$ or threatel1s to mlgn!lte from nelH'by property; ~r (21 there i~ e
violation of lIny Envlronmentsllaw concernil1g the Property. In Buch en fWB"t.G:rentor will tb_ke ~l1nece$$.t:Iry
remedial betion in accordance with Environmental Law.
D. Except Bit previ()u~ly dil;ch:H;ud and acknowledged in writing to Lender, Grentor has no knowleclge of or
res son to believe there Is any pending or threotened in"'9stlgatlon, claim, or proceeding of any kind rch~ting to
11l sny HB.lardou$ SUbshnce loceted 01). und~r or abolJt the Property; or (2' any violation by Gr(tntor Qr ony
tenant of OilY Environlnental law. G~antor will immedh:ately notify Lender in writing a$ 's:oon -e$ Grantor has
reason to believe thcrei$ any such pending or thrM1:ened investigation. claim, or proceeding. In such an ev.ent,
lender hs.9. the right. but not the obligation. to participate in any such proco~ding including the right to recei...e
copies of any documents relatIng to such proc.edingl5.,
E. El(cept as prev!Qusly disclosed Bnd l1Ckl1o\lvledged in writing to Lender, Gr6ntor Md eVBry tenant have been,
are and will rem&in in full compllence with onY.applic:able,Envlronmentel Law,
F. Except as previously di8c1oeed and acknowlt!dged In writing to Lender~ thl!rl!! ara, nO' ul1derground storage
hnks. privete dumps Of op13n wells located on or und(jr the Pr~perty and no :J;uch te.nk.. dump or well will be
rJdded unless lender firf:t con8ents in writing. .. .
G. Grantor will regularly inspec;t thIJ Property. monitor the activities zmd; opera11ons on the_ ~roperty;r8nd
confirrn that all permits. licenses or'approvals required by.my lIpplt~able-Environment81 l8w~r9 obtl1il'!t3d'al1d
complied with, I
H. GrZlntor will permit. or caus!) .any tenant to permit. Lender or Lender's egent to entor 'and in&P8ct the
Property and revirw (Ill r.cords a.t any reasonabllt time to determine (l) the exiS1:enee; It:lcl:Ition 'and neture of
any I-Iazsrdous S~batbhce on, under or. about the Property; 121 the existence. location; nbture, and megnitude
of "nv Hazardou, Sub&tonce ,that has been rd",,,sed on, under or about tha Property:. Dr (3), whether or not:
Gnmtor and erw tenont lirE. In compliance with Gpplic"bla Environmental Law.
I. Upon Lel'\der', request snd !!It any time. Gt'entor agreos. ot Grantor's ex:pense" to etigl:agtJ a qualified
environmen1al engineer to prepare an environmental audit of the Property and to !lubmit the results of such
audit tQ lender. T~e: choke of the erwironml!lnt~1 engIneer wl10 will pflrform such eudit is subjoct to Lender'.s
approvel. ;.
. <
J. lender has the right: but not the obligBtiol1. to perform ilny of Grantor;s: obligations under tlii, section ~t
Grantor.'s expl!ln~nt, '. . :.:
K. As 0 consequel1Cl) of any breech of any representBtion, wl!lrranty or promise made in this sectIon. (1)
Grantor will indemnify ~nd hold Lender a.nd lender's, $UCC~&llora or Bssigns hermlo$~ frgm:a.l1d again:J;t all
1088eo, claims, demandB,.liebilitie$, domages, cleanup. reoponse Bnd remediation costs, psnaltieB anD expen$es.
indudil19 without limitation al/ cOsts of litigation and attor~evs' fees, which lender and lender's, succ'es:so~s or
assign" m6iV Bustaln; a~d 121 lit lender's di'cr~tion. Lender mey release. this Security Instrum~nt and in return
GranTor will provide Lond~r with collfl"eral of at least equal valuo to the Property secur"d by thIs Security
In!ttrurncn't wIthout prejudice to any of l.encler's rlghtB under this Seeurlty Instrument. . .'.1
L. NotwIthstanding ony of the lallguage contained in this Security Instrument to tho contr~ry. i-he terms of this
$(lIctlon will !lurvive any foreclosure or satisfaction of this Securltv Inotrument regardlsI!I6 of any pa.9.soge of title
to L~nder or\eny disPo1>ltion by lend"r of any or ell of tho'Propert';". Any c1airns and defenses- to the contr&rv
. are hereby waived.
,", I"
17. CONDEMNATION. Grantor will give lender prompt notice of any pending or threatened action by priv;:,.te or
publfc en,tit;es. to purchi!'!la or Utk.flI any or all of the Property through condemnation. eminel'lt dom~ih. or any other
mebns. Grantor lIuthOrlZBB Lender to Intervene in Grantor's name in any of th9 above dS!lcribed a.ctions or claims.
G'a.n~or ossigns 10 LOndor the procel1ds of IIny award or ch:dm for dameges Ccnnoc:ted with e condemnation or
other toklnQ of ell or any pint ofthe'PropiSr1y. Such proceeds will be considered poymentBand ~m be armlied as
provided in this SecuritV',ln&trumem. This. fIIulgnment of procol!lds Is subject to the terms of lIny prior mortgi:lge,
deed of tru!f.t. security agreement or other lien dOCUment.
18. INS':lRANCe, Grantor agr..&s to k:eep the Property Insured 8gain~t the risks res !ton ably 11590clated with the
Propert'(. Grantor will Mtlintaln thi!i inaurenc. in the emounts. londliJr requites. This ihS,Urtl";~e will lest until 1h_
Property Is releeBed from this Security Instrument. Gr8ntor may choose the in&~rance compl!lnv. subject to
Lender's appra....fll. which will not bo unreasonably withheld.
BRINGlhcvcllng
Or.;:Oh O_dOf1'",...
OAf-\XII(XXl."1lOO"42.G00003:l:C~020a1180 I Y
.'9959.3nl.... sr""."'., Inc., &1. 091.1"" M~ C
1,,111.,. !k...
P'1I0..
PAGE 11
?RE-SIIBMIITAl RECIO
DEe 2 2008
02/04/1994 01:41
5417259894
BR I NG RECYCLI'IG
PAGE 12
I
All in3~r8nce palides and renewals will Include i:I :stondbrd "mortgage clause" ;nd. where Bpplle/llble, "10$$ p8yee
clause:" If required bV lender, Grantor egress to mBlnt~ln comprehensive generBlliability inS\lTanCBend rental lOBS
or busIness Interruption Insurance In Qmounta .i:lnd under policies tJecoptable to Lender. The comprehensive
ggneral U/lblllty Inliut~nce mLlst name l~nder bos I:In additional insurl!ld, Th8 r~ntB' 10.1$ or businS5!l interruption
in!:;urElt)cto: mU.$t be in &n amount equt.ll to tit le~$t eoverf!lge of one year'$ d~bt service, and rsquired escrow
account deposih lif agreed. to sepftle.tely in writing.'
Grantor will give lender snd the in,urance companvilnme(iiate notice of enr 1030'. All insurance proceeds will be .
applied to res.torBtior'! or repeir of the PropertY or to the Secur&d Debts, at Lender's. option, If Lencler a.CQuires the
Property in d~mftged condition, Grantor's rights to OilY Insurance' pollcleo and proeCli~d~ wUl Dl!ln to lender to the
extent of tile Secured Debts, . .I~
Gre.ntor will immediMelr'notify lender of cQhcellatlan or termInatIon of Insutonce, If Gt!titOt fail&: to keep the
Prop",rtv insur9d Lender. may obtain insurance to protect lender1s interest In the Property. Hils Insurance tnllV
itlclodll' l;ovor~99S not originally required of Grantor. may be written bye company other than one Grantor would
, choate, and m8Y be Wrlt!~h ot a higher rete 'then Grantor could obtain if Grol1tor purcl109ed the insurance. '
19. ESCROW FOR TAXES AND INSURANCE. As provided in '" separa.tIl agrslC!ment. Grantor agrees to p<lY to
Lender fund3 for taxes e.nd'i'n$UrllneO in escrow.
~
20. CO-SIGNERS. It Grantor sIgns this Security In5trument but does not sign the S6curod Debts, Grllntor doe$ so
only t~ convay Gr8ntor'~ interas.t io the Property to socure pllVmO/l't of the Secured Debts and Grantor does not.
agree to' bo p6tson~llv liable on the Secure.d Debl~. If thi$ Seeurity In:strum"nt Secures ~ guaro)nty b"tweGn lender
and Grantor. Grantor egrees. to waive any rights thin mey prevent Lltnd&r from bringing l'Jny ~cti()M or claim ag&ins-t
Grantor or ony P&rty Indebted under the obligation, The~e rights may include. but "rs not limited to. sny antj~
deficiency or onllJ-ell;:tlon IllwS, '
21. SUCCESSOR TRUSTEE. lender, at lender's option, mey from time to time remove Trustee and appoint a'
succe:;:;or without ony other formality then the dC'sign~tion' 'in writing. The successor trustee, without.
conveyance 0-1 the Property, will succeed to all the title. pO\Nsr Bnd duties. conferred upon Trustee by this 5ecLlrity
InstrUl1lent and applicable law.
22. WAIVERS. Except to thl;\: extont prohibited by' law, G.rsntor wei\les. ell epprais:.ement end homestead
0xemptlon' rightB rBI9ting to the Property:
23. APPLICABLE LAW. This Securltv 1~8trument is:. governed by thl!llows of Oregon. except to the extent
otherwi~e reQuired by the I"W6 of the Juris-diction where the Propeny is IOCllt&d. ehd the ~nlted Sti:ltgS of AmBrk:o.
24. JOINT AND INDIVIOUAl'lIABILITY 'AND SUCCESSORS. Elich Grantor' S obliQation~ under this Security
Il'suumem: art) independent of the obligations of any other Grbntor. l(fl"ldaf m"y sua each Grantor Individually or
together with any other..Grantor. lender may relepse any PZlr1 of the Propl!rty and Grantor will ertJlJ be obligated
under thi3 Security !n.ttnnnent for the remeining Property_ The duties ond benefits of thl:J Security Instrument will
bind and benefit the sUccessors and ag~igns of Lender and Grantor,
25. AMENDMEI\IT. )NTEGRATION AND SEVERABilITY, This. Secl!r;ty Instrument 'maYlnot be amended or
modified bv oral egreom'l!llnt. No 8mendm~mt or modi1ieation of thhl Security Instrument isl effective unle~s made
in writing sod tlxecuted by Grantor and lend!;!" Thi.t Socurity Instrument is the' complete snd fin~1 expression of
the egrecm.nt, If lIny provIsion of thi!:. Security Instrument is unenforceable, then th. unenftlrcoable provision will
be severod I:Ind the remaining provisions ~iIl stili be enforceable.
26, INTERF'RETA1"IOI'tI: Whenev8f used, the singUlar inc1ude~ tho plural and the plural incllJde$ the singul~r, The
section headings are for convenience on Iv end are not to b8 usad to Interpret,or define the terms 01 this Security
Instrllmen1.
2.7. NOTICE. FINANCIAL REPORTS AND AD'DITIONAl. DOCUMENTS. Unles~ otherwi$tl' rlC'ttuitod by 11Iw. <Jny
notlc;a will be given by de&...ering it or mflilir19 it by first c1~ss mall to the appropria'tll' parw's' 8ddf01i:!i listed In the
DATE AND PARTIES ~eetion. or to any other acfdres$ d(lsignllted In writing. Notice te. onE! P&rty will be deemed to
be notice to ell psrties, Grantor will illform londor in writing of Bny ch6nge in Grantor'a no')me. "ddres8 or other
application informlltlon. Grantor will provid& lender sny 1inanciel statements. or InformatIon l~nder requests.. All
financial st~tumenta and infQrmation Grantor gives Lender will be correc;t and c;olTlplete. Grantor agree$ to &ign.
doliver. ;!nd file any ~dditional documents or eorti.icl1tlons that Lender mey consider necasaarv, to perfect.
contInue. end pre"ervtl Grllntor'B obligetil)ns under this SecLlritv Instrument llnd to confh"m,len-ders lien s1atus on
llnv Property, Time is of the essence. <
:j-+'
SIGNATURES. By signing,. Grantor 8grees to tile terms and covenents
Grantor algo acknowl~dge8 rece.ipt of a CODY of this. Security In!C.trurn"IIlt.
contained in thi$ S~curity -Instrument,
GRANTOR:
BRING Recycling
1;5,;'" v(,z,.A.",.__
Bill Klupen~,Pr~d"nt
N ~M<1\~.....r-------.
r-.te,ncv Hl:Ir~en. Secr.u,ry
PRE.SUBMITTAl REe')
DEe 2 2008
,?;
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BRtt.l(:; P..uyullnll
O'.lIon 0"." 01 TN"
O~'4..tXXt.III>0046200GO032"{;02OQ' '601 Y
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4
BRING RECYCLII
LENDER:
);~C_
Il'~,~ f..
Si0611l1w VIJJley BanI:; Eugene enmch
JgffGuslnow, Vice Pre:!l;ident
ACKNOWLEOGMENT.
(Bu,ln"atl or Entltv) ,/
.cJ~ OF.t%fr7 :~-/ OF?--""-- ''Y ;11
This instrument wee ~w'ledg.d before rne'thfi ,..;z.,...7 d&yof -*,kcAf"7
8il1 Klupenger I!n(.,." ...~ ".-.. ~.. ; .~ _. _'.. etery of BRING Recycling. ...J
'" '{, aiD Il!I lOW
1OJIIIJC-0RSlllII ~..p"_4'
_1~lWHllamllll .
1111 ..I,_~';.,~.. ,:;,IIIlIBIIlEJI2t1Jlll:l . PublicI
'Lgndar Acknowledgm_ntl
OF
OF
...
Thi$ il1sttumel11 was acknowledged before me this d8Y of
Jeff Gusinow 88 Vi?8 President of Siullew Valley Bellk Eugene Brench.
My commission expires:
(Notary Public)
REQUEST FOR RECONVEYANCE
(NDt to be completed until p.elfd in full)
PAGE 13
;l=/
by
by
TO TRUSTEE:
The undersignGd is the holder of the notlJ or notes !iecurecl by this Securltv In,trument. S4id hote or note!i,
together with all othetlndebtedl'l'U secured by this Security Instrument. have been p~ldln full. You tlIre hereby
direc't~d to Com;el tll19 Security Instrument, which is delivered hereby. and to reCol1\fev, without wltrranty. all the
estoto now held bV YOIJ Undor this SeQlldty Instrument to the person Ot penons legally enti'tled thE'rC1to.
....................................,........"............
(Authorjzed Londer SIgnature)
10.t.,
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BRI"'O "~r:vctlna
Ol"llllOn O~~<:I [). T",.,
OA.14:C(~;n.....Ooo..42eoD00J2'!\O~ODI1 eo, y
-1QQe-~nl(on.SY.l_m...If\Q..St.cr""'<:I.""N ~
PRE.SUBMITTAL REC'D
DEe. '2 2008
"
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BRING RECYCLING
Phase 2
Storm Drain Study
DECEMBER 2, 2008
PRE-5UBMITTAL RECIO
DEe 2 2008
BALZHISER&HuBBARD ENGli'-1EERS
I\'lechanical . Elecl,ic~1 . Civil. Tr,'ln::T\C1r(,1tiol1 . Surveying
"":"'
~\'\\ '.'c'.l d - 'I 11; i II'C',-'i.;,' Ii': '
.'
BRING Recycling - Phase 2
Storm Drain Study
December 2, 2008
INTRODUCTION
The purpose of this study is to meet the requirements of a Stormwater Management System Study
for a Site Plan Review submittal. The Site Pian Review is a major modification to the Site Plan
Review submitted in December 2002. The study is a Mid-Level Development Study and includes an.
analysis of the pre- and post development flows for the water quality, 2-year, and 25-year design
storms and discusses the plan for discharging and treating storm drainage. No HGL calculations
were included since there is no discharge from the site in the design storm. Supplemental design
calculations will be submitted in the Final Site Plan Review and/or Construction Document state of
the development
The proposed development is located on Tax Lots 1500, 1600, and 2400 (Map 17-03-34-44). The
property is approximately 2.87 acres in size and the existing use is a second hand store and
recycling center. No public stormwater facilities are available around the project site.
Flood Insurance Rate Map No. 41 039C1142F indicated that the parcel is located in Zone X-areas
of 500-year flood; areas of 1 OO-year flood with average depths of less than 1 foot or with drainage
areas less than 1 square mile; and areas protected by levees from 100-year flood. The National
Wetlands Inventory mapping does not show any wetlands on the project site. City of Springfield
Wellhead Protection Areas-Contaminant Source Inventory mapping shows the site as being
located outside any time of travel zone and therefore is located outside the Drinking Water
Protection Overlay District. The Soil SUNey for Lane County shows soil permeability for the site as
being moderate to high, There are no streams or waterways running through the site however, there
is some drainage originating from the project site and draining north through an existing culvert.
SITE STORM DRAIN CALCULATIONS SUMMARY
.
The proposed site storm drain system will drain to a new vegetated treatment swale at the
southwest corner of the site. The swale drains to an infiltration pond also located at the
southwest corner of the site with an overflow draining south to the existing swale along the south
side of the site. The pond is designed to retain all stormwater in the post-development condition
up to and including the 25-year storm (the event to be modeled for overflow effects). Since the
post development storm is retained on-site the pre-development conditions were not calculated
since they were not needed to determine maximum post,{jevelopment runoff rates.
All pipes on site are proposed to be 6 or 8 inch diameter PVC with a minimum slope of one-half
percent This system will have the necessary capacity to drain the site.
Our calculations show that the required water quality design standards were met for the
proposed project (refer to the Water Quality Summary below for more details).
Permeable pavement surfaces are designed to infiltrate the design storm and therefore do not
have an under drain system (also note that the design has not been finalized-either porous or
permeable pavers maybe used). For conveyance the design storm is the 2-year storm with a
rainfall of 3.3 inches; this results in a peak rainfall rate of 0.80 inches per hour in the 2-year
storm. With a measured infiltration rate of 6 inches per hour and an estimated long term rate of
3 inches per hour a permeable pavement system should manage this \\ithout an under drain.
.
.
.
PRE.SUBMITTAL REC'O
DEe. 2 2008
".!!"
~.B-\I]HhfR & HI.lI\f'.\IlIJ F~i": "Ill,
~r;A[ . . .~ -
. PAGE 1
- ..0.-
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.......-.
"
BRING Recycling - Phase 2
Storm Drain Study
December 2, 2008
OVERFLOW IMPACTS IN THE 25-YEAR DESIGN STORM
. Our design calculations indicate that no flooding or overflow conditions will exisLin and around
the project site during the 25-year design storm.
. All of the private storm drain facilities have the capa,city to handle the flows generated by the 2-
year design storm event.
WATER QUALITY SUMMARY
. A treatment train consisting of a double chambered catch basin, a vegetated water quality
swale, and a infiltration pond are used in to meet the 50% treatment requirements for this
project. This treatment train will meet the requirements of the City of Springfield's Stormwater
Quality Design Standards.
. A water quality storm of 083 inches in 24-hour period was used for the water quality
calculations. For the water quality storm the inflow from the proposed development is 0.15 cfs
and the swale capacity is 0.17 cfs.
. The Water Quality Swale was designed to have minimum residence time of 9 minutes and a
minimum slope of one half of a percent.
PRE.SUBMITfAl REC'O
DEe. . 2 2008
P:\2100-0Q4-06\Civil\SD Study\rep j:Jh 0:;.2609 so Study.doc
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PRE.SUBMITTAl RECIO
DEe. 2 2008
-
BALZHISER
& HUBBARD
ENGINEERS
ApPENDIX A: STORiv1 WA TER SCOPING SH EfT
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CITY OF SPRINGFIELD PW
I4i 002
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PUBLIC WORKS DEP;\ RTMENT / Engineering Division Phone: (541) 726-3 iS3 Fax: (541) 736-1021
STORMWATER MA.NAGEMENT SYSTEM SCOPE OF WORK
--~- (-1 rea ~f!I()w 'his [ltH1fill{~d()u.t I~_v Appli(:atrr) ____~
(Please return to Matt Stouder@City of Springfield Public Works Engineering; FIIX.# 736.1021, Pilone # 736-1035.)
Project Name: .f:,R, JJ6j ~,",d/~ . Applicant: (j~f2Ju~ fI; Mhb,."J ~I~&$
Assessors Parcel #: I&,. f7t-3&/iWI 19'10,(m,J.2'IeoDate: J/12(../2~ V
Land Use(s): ~ w.-J ~~ -~a. ~ Phone#: J/:;I-/(\ ~?,c,-8Vg
Project Size (Acres):2.'i7 Fax #: '(S'l{T) 511-5' -5~ _
APProY:lmp~rviousAr~a: O. 'f'/ {~26J...i.4)_Email: -:d.^of'.,k~e.&^~ I~,~..,,-.
Project D~cr,ipt,ipn (Include a copy of Assessor's map): I IJI b I 7. I .d'-/l,;,
fk 2& -IIr: 8RIM-: .I?"'1"i''''\ c...,,-!:;: IJeW-<s l-'VJjYuJ/!_-b.. r.. 7J-e ""'> c- 6>"""
6..b I-I,:~ ~-v~.-J 6~!,or<<.,.~ b-.cJJs,
Drainage Proposal (Pliblic connection(s), discharge location(s), etc. Anach additionalsh,?et(s) if necessary: .1 I
JI} /l.>....,t+' fi-,,-<\ rc,J;....J ~tk '~'f)Jj. p~b...e. edkleJ '''', ~ c. ~
J,.......'l.$ wJ Frr' k "" ~/.,J. Sw~~ ~jr.:.;......d-: 1k=..;I/-'.,.k. J,...,rl.....VdI\,;: t. .J
I"""-lr.....j..>^-, ft~ S.-t-.OJ .I(" ~A.. k~' ~7"~"'" I...d" "iI/ eu:-Alw "'0
r"d '-0..] l:J,J;,."-. A 1'...."-4 /0;.+ ..1'NJ -Ie fd:$T fJrprly ~ r.vl k~k ..f.n,,,^- .
Proposed Stormwater l}estMa~eq1ent.Pr'i\Fti,ces:, CC-M.f.~-:'\" /] = I t -=
p:::rV'<>fi> p~",b. c.J-..J.."I'*~" (..J.# IJ:: 4,r-_'II "I ~;li'j"\J- f(VlIIoTT".N f"'") '" .
il.e ...,~ k...,), P'~- IN../' i"..''l /-,;. "''' ,.llfI,v S;,-../..r",.,J j.y, h
~f,.J.~-:...J ..d.llr:fitYI.- J:vt,:," (Iki J..~~ &JJ/ kill,..,,) 1Jv^.W .bV /.Bf( /41).
- ,fArea be/mv this 1i.J1P fillt'd out h~' the Cirll~nlt Rl!tu.rned !o the .4na!icflllt) __ JI-.
(AI a minimum, all boxes cheoked by the City on the front and boe* of this sheer shall be submilted
fer an app/icai;on to be complete for ~'uhmitla/, although other ~equiremenls may be necessary.)
Draina!!e Studv Tvoe fEDSPM Section 4.03.2): (Note. lJH mav be substituted for Rational Method)
o Small Site Study - (use Rational Method ror calculations)
0' Mid-Level Development Study.- (use Un;t flydrograph Method fo(calculations)
o Full Drainage D~velopment Study - (use Unit Hydrograph Method far c"lclitations)
Environmental Considerations:
o WeJjhead Zone; ;.JA::
o Wetland/Riparian: ,.)Il.--
~Soil Type: rj...~dg'; 'Arb4/} L,,-J
Downstream Analvsis:
0"N/A
o FJow line for starting water surface elevation:
o Design BGL to use fOr starting water surface elevation:
o Manhole/Junction to take analysis to:
o
o
('In" Ilf.tL.. 0
- I
Hillside Development:
Floodway/Floodplain:
Other Jurisdictions:
,lA.
Nfl:
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Retu Ion to M9 tt StotJd~r- wi) Cih' of Sprine:ficld, cm~liI; mstoudc,>(@,cLsl)rin!.!fleld.or.lIs, FAX: (5-1J) iJ6~ 1011
P,evi5C.d 11110S Molly l"'1ark:<lriCln
PRE.SUBMIliAl REC'D
DEe '.22008
9 of 10
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Cl!"Y UF SPRINGFIELD PI"
I4J 003
COMPLETE STUDY ITEMS ) ForOm,ioIU"O,,'y 1< rzfdo8 I
* Base.d upon (he information prov;ded on thefroh/ ~(lhis sheet, the/allowing represent,,, a minimum Ofll')1Ol is nr:ededfor On
application to be comple/efor sllbmitta! ll/i/h ;'espec! (0 drainage,' however, this lis! should no! be lIsed in lieu of/he Springfi.e/d
Dt?lIe!opfl?ent Code (SDC) Of' (he City':J' Enginee.ring Design Manual. Compliance with lhese requiremanLJ does no! cOhstiTuft! site
apprOllai,' Addwonaj .We sPecific lnjOf"l'J1a/ton ttl0Y oe required. /Vole: Upon Kopi~rg sheer submittal, enS~m: r;ompleted form has
been signe.d in {he space provided be./ow:
Interim Design St.ndardsfWater Qu.lity (EDSPM Ch.pter 3)
~NIA .. .
~ 0 All nOn-building rooftop CNBR) impervious surfaces shall be pre-tre8ted (~.g. multi-c;hambered catchbasjn w/oil
filtration media) for stormwater qualiry, Additionally, a minimum of 500/D of the NBR impervious surface shall be
./ treated by vegetated methods, .
p. 0 Where requjred, vegeta.t"ive storm water design shall ,be consistent with interim dc:sign standards (EDSPM Section 3.Q2),
..--/et forth by the Burea.u ofEnvironmcntaJ Services (BES)or Clean Water Services (CWS).
o k::l for new NBR, impervious area lessthan ].5/000 square feet, a simplified design approach .may be followed as specified
by the BES for vegdative treatment. ,
~ 0 Ifastormwatertreatmentsw~le is proposed, submit calculationsfspecifieations for sizing, velocity, flow,. side slopes,
-/. . bortolT1 slope, lll1d seed mix consistent with either BES or CWS requirements.. , .
t:J 0 Water Quality calculations as required in Section 3.03.1 of the EDSPM .
D 0' All building rooftop mounted equipment, or other fluid containing equipment iocated outside ofilie bulJding, shaJJ
be provided with seCondary COntainment Or weather resistant.enclos1.1re.
General Study Requirements (EDSPM Section 4.03)
ff 0 Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
0' . 0 A complete drainage study, as required in EDSPM Section 4.0.3.1, including ahydroJogicaJ study map.
K 0 Calculatjons showing system capacity for a 2.year stOrm even! and overflow effects of a 25-year storm'.evel1,t.
ff 0 The tillle of concentration (Te) shall be determined using a 10 Ill!nute start time for developed basins. .
Review of pownscream System (EDSPI\1 Section 4.03.4.C)
o r;:::;r A downstream drainage analysis as described in EDSPM Section 4.03.4.C. On-site drainage shall be governed.by the
/3regon Plumbing Specialty Code (DPSC),
D IZI Elevations of the HGL and flow Jines for both city and private systems where applicable.
Design. of Storm Systems (EDSPM Section 4.04)
ff 0 F'low lines, slop~s! rim elevations, pipe type and sizes clearly indicated On the plan set.
J2( 0 Minimum pipe cover sball be 18 incbes for reinforced pipe and 36 inches for pl.in Concrete an.d plastic pipe materials,
or proper engineering calculations shall be provided when less: .Tho c;over shall be sufficient to support an 80,000 Jb
~oad without failure of the pipe strucrure.
D ~ Mlll1ning's "n" valuesfor pipes shall be consistent with Table 4-1 of lite EOSP. All storm pipes shall be design~d to
achieve a minimum velocity of three (3) f.etper second at 0.5 pipe full based on Table 4- J as well.
OtherlMisc
l2f 0 Existing a.nd proposed contours, located at one foot interval. lncludc spot elevations and site grades showing how site
drains ,
J2f 0 Private storl11wator easements shalt be dearly depicted on plans when private stormws'ler flows from one-property to
anomer .
D 0' Drywellsshall nol receive runoff from any surf.ce wlo being tr~'led by one or more BMPs, with the exception of
residential building roofs (EDSP Sectioo 3.03.4.A). Additionai provisions apply to this as required by the DEQ. Refer
to the website': w\1vw_dt:CI.s~te.or.1J:1;wClirrroLlncl~ichom~h,g.!n for more information.
0'" 0 Detention ponds shall be designed to limit runoff to pre-de~elopment rates for the 2 th,ough 25-year storm events
*Thisjorm shall beinclltded as an attachment, inside tJzeJront coYer, a/the sformwater stU((V'
As the engineer of record, I hereby certify the i!bovt: requIred items are complete and included with the submitted stann water study
.and plan set.
Signarure: Date:
. fMPORT.4Nl: ENGiNEE!? PLEASE READ BELOW.4ND SICN!
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Revised 1/1/08 Molly Mar'karii'lil
PRE.SUBMITTAl REC'O
DEe ..2 2008 10 of '0
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PRE.SUBMITIAl REC'D
DEe. ..2 2008
-
BALZHISER
& HUBBARD
ENGINEERS
ApPENDIX B: POST-DEVELOPMENT DRAINAGE BASIN MAps AND
'- AREA CALCULATIONS
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.Conduit Statistics
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Design Full Design . Diameter Max Flow Time to Peak Max Velocity Time of Peak IMax Max Water Max Water Max diD
Name Storm Link Name Flow (ft^3Is, Velocity. (ftls, (Height) (ft^3/s. m^3Is) (hours) (ftls. mls) Velocity Flow/Design Depth (ft, m) Depth (ft, m) (depth/diamete
m^3/s) m/2) I. ft cfs hr ft/s (hours) Flow (fraction) ft ft r)
Swale1 wo ISwalel 71.320 4.460 2.000 U.10U 8.050 0.680 8.050 0.002 0.087 10.173 0.086 .
Exfil WO Losses 0.000 0.000 1.00U jO.1Ll} .:LLbl U.obU 8.267 0.000 0.074 0.000 0.037
Loss WO Lasses 0000 10.000 1.000 0.120 8.Lol 10.560 8.267 0000 0.074 10.000 0.037
PondTop WO Overflow 262.420 120190 1.000 0.000 0.000 WOOD 0.000 .10.000 0074 0.000 10.000
RR Ditch WO RR Ditch 0.390 10.650 0.200 0.000 10.000 0.000 0.000 0.000. 0.000 0.000 0.000
Line 2 WO Line 2 11130. 3.190 10.670 0.140 8.033 3.190 2.083 10.120 0.1.76 10.087 10.262
Line 1 WO Line 1 11130 3.190 10670 0.070 8.033 6.340 2.083 . 10.061 0.112 10.176 10.262
Line 3 WO Line 3 11140 3.230 0.670 10150 8.067 15.670 12.417 10.131 10.173 10074 10258
12/01/05 -'3:31 :55
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Conduit Statisti'cs
Design Full Design Diameter Max Flow ITime to Peak Max Velocity Time of Peak Max Max Water Max Water Max diD
Name Storm Link Name Flow (ft^3Is, Velocity (ft/s, (Height) (ft^3/s, m^3/s) (hours) (ftls, m/s) Velocity FlowlDesign Depth (ft, m) Depth (ft, m) (depth/diamete
m^3/s) m/2) ft cfs hr ftls (hours) Flow (fraction) ft It r)
Swa!e1 2-yr, 24 hr Swale1 171320 4460 2.000 0.680 17.967 2.820 0.700 0.010 0.601 1.101 0.550
Exfil 2-yr, 24 hr Losses 0.000 0.000 1.000 0180 110.150 0.590 10.150 0.000 11267 0.000 0.634
Loss 2-yr, 24 hr Losses 0000 0.000 11.000 10.180 10.150 0.590 10.150 0.000 IU07 0.000 0.634
?ondT op 2-yr, 24 hr Overflow 262.420" 20.190 1.000 10.000 0.000 0.000 0.000 0.000 1 ?67 0000 0.000
RR Ditch 2-yr, 24 hr R R Ditch 0.390 0.650 0.200 10,000 0000 0.000 0.000 0.000 O.nOO 0.000 0.000
Line 2 2-yr. 24 hr ILlne 2 11130 3.190 0.670 10.650 18.033 13.260 8.067 0.573 0.381 0001 0.897
Line 1 2-yr, 24 hr ILine 1 11.130 3.190 0.670 10.330 18.033 14.170 0.717 0.290 '. !O.:J47 0.381 10569
Line 3 2-yr, 24 hr ILlne 3 11.140 3.230 10.670 10.590 18.000 12.370 16.367 0.522 1.101 1?R7 11.891
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DEe 2 2008
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. Conduit Statistics
Design Full Design Diameter Max Flow Time to Peak Max Velocity Time of Peak Max Max Water ~. Max Water Max diD
Nam~ Storm Link Name Flow (ft^3/s. Velocity (ftls, (Height) (ft^3/s, m^3/s) (hours) (ftls, m/s) Velocity Flow/Design Depth (ft, m) Depth (ft. m) (depth/diamete
m^3/s) m/2) ft cfs hr ftls (h9~!s) Flow (fraction) ft ,( ft r)
Swalel 25-yr, 24 hr Swalel 71.320 14460 L.OOU _IU"lU l:LU3J L,L'UU 0000 0.013 1.289 1.789 0.895
Exfil 25-yr, 24 hr Losses I~'~~~ 10.000 .[1000 '0.22u j1 !.~:!~ U.blU 'l'l.L:Jj IUUOO 1.954 0.000 0.977
Loss I 25-yr. 24 hr Losses .0.UUU 10-000 1.000 V.L-LV Il'I.;~:'L5 0.610 'l'I.<:::'J3 10-000 1.954 0.000 0.977
PondT op I 25-yr. 24 hr Overflow 1202420 20.190 1 000 u.uuu O.UOO 0.000 U.UUU 10.000 1.954 'J 0.000 10.000
RR Ditch 25-yr, 24 hr RR Ditch 10.390 0.650 0.2DO u.uuu O.UOO 0.000 OOOU 0000 0.000 0.000 10000
Line 2 25-yr, 24 hr Line 2 1.130 3.190 0.670 0.930 7.967 13.270 7.750 10.823 0.803 1.289 1.924
Line 1 25-yr, 24 hr Line 1 1.130 13.18U 0.670 I 0~8~_ 1"000 13.490 OOOU 0424 0.320 10.803 1.199
Line 3 25-yr, 24 hr Line :; 1.140 3.230 U.C/U IU.f8U 18,050 2.290 14.41, 10.682 1.789 /1.954 2.916
PRE.SUBMITTAl REC'O
DEe 2 200B
1/1
--.-
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Measured Infiltration Rate::
Estimated Long Term Rate::
Max Pond Storage Volume:::.
Depth to Groundwaler~
9.25 In/hr
4.6 in/hr
11.692 cuft
6.50 It
CONSTANT INFilTRATION RATE
Water Depth Surface Area
Feet Acres
0.00 0.0251
0.50 0.0311
1.00 0.0375
1.50 .0.0441
2.00 0.0511
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Infiltration Rate Outflow I
in/hr ds
4.60
4.60
4.60'
4.60
4.60
HORTON EQUATION
Water Depth Surface Area
Feet Acres
0.00 0.0251
0.50 0.0311
1.00 0.0375
1.50 0.0441
2.00 0.0511
Time
hours
0.12
0.13
0.16
0.19
0.22
Infiltration Rate6 Outflow
in/hr cfs
4.60
3.79
3.12
2.58
2.14
0.00
4.00
8.00
12.00
16.00
1. City of Springfield requires that a max long lenn rate or 10 in/hr be used and King Co. requires
max of 20 in/hr.
2. Refer to the table on page 542 of the xpstorm manual.
3. For Hydrologic Soil Group 'C' as Snown on page 542 of the xpstorm manual.
4. When this volume is stored the infiltration rate will have deteriorated to the minimum. Volume is
1.5*max surface area*depth to ground water.
5. As per theSoii NRCS Soil SurVey for lane County.
6. Decay rate is based on the Horton Equ.ation as outlined on.page 540~542 of the xpslorm manual
L:\4211 05\C:ivil\CD SD Calcs\calc jah 070502 li1filtl'atj(}~l Fnnd OurfiO\N.xls
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Outflow Volume
cuft
0.12
0.11
0.11
0.11
0.10
o
1,612
3,163
4.705
6,208
PRE.SUBMITTAL RECID
DEe .2 2008
J
PRE.SUBMITTAL REeD
DEe . 2 2008
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ApPENDIX C: INFILTRATION TESTS
~
November 21, 2008
prOject No.: 722-85047-1
Mr. Damien Czech
Mrs. julie Daniel
Bring Recycling
4446 Franklin Boulevard
Eugene, Oregon 97403
Re: Infiltration Test Results
4446 Franklin Boulevard
Eugene, Oregon 97403
Dear Mr. Czech and Mrs. Daniel:
Professional Service Industries, Inc. (PSI) is pleased to submit the results of our EPA Falling
Head Infiltration testing conducted at 4446 Franklin Boulevard, on November .18 and 19,2008.
Six infiltration tests were performed: three in the area of the proposed infiltration basin and three
in the area of the proposed permeable pavement. Two deep observation pits were excavaled to
verify soii types and identify any constricting conditions.
The infiltration tests were excavated using a Terramite T7 backhoe, shovel, and a standard four
inch hand auger. The four-inch holes were scraped by knife to the required six-inch testing
diameter.
For the infiltration basin, soil types were verified to a depth of approximately eight feet below the
.surface. The soil profile visually appeared to be approximately four feet of brown silty sand with
gravel underlain by native well-graded sandy gravel, locally known as "bar run" that extended to
the maximum depths explored. .
For the permeable pavement, soil types were verified to a depth of approximately six-and-a half
feet below the surface. The soil profile visually appeared to be approximately four feet of dark
brown sandy gravel underlain by approximately two feet of light brown sand. This was underlain
by well-graded sandy gravel, locally known as "bar run" that extended to the maximum depths
explored.
i
According to Oregon Water Resources Department Well Log Query the groundwater level fo'r the
area is a minimum of approximately 8 to 10 feet below grade. !
i
.. . I
The test was performed in accordance with the EPA Falling Head Percolation procedure, dated
1980 (Design Manual - Onsite Wastewater Treatment and Disposal Systems). In accordance
with the City of Eugene, a minimum of four separate measurements were taken.
The reported percolation rate for the infiltration basin is the average of the last readings taken at
steady-state conditions for PT-4, PT-5, and PT-6. Due to wide variance in percolation values for
the permeable pavement area, the lowest rate was selected (PT-1), in accordance with DEQ
guidelines and the EPA Falling Head Percolation procedure.
PRE~SUBMI1TAl REC'O
DEe. 2 2008
-,
.J'
Percolation Test Results
Bring Recycling Infiltration
Project No.: 722-85047-1
No,.ember 21. 2008
Page 2
Table of Percolation Rate
Test Approximate Test Test Elevation Visual Soil Measured
No. location Description Percolation Rate
1 Infiltration Basin 4' b.e.g. Sandy Gravel 9 Y4" per hour
(PT-4, PT-5, PT-6)
2 Permeable Pavement 1 \I,' b.e.g. Sand 611 per hour
(pT-1, PT-2, PT-3)
Note:
1. No groundwater was encountered in the above listed location at the time the test
was conducted.
2. b.e.g. = below existing grade
3. Test location was chosen by the client
Respectfully Submitted.
PROFESSIONAL SERVICE INDUSTRIES, INC.
Anthony J. Deluca
Geology Staff
Richard W. Hanford, P.E.
Principal Consultant
cc. Balhizer Hubbard Engineers
Attachment Schematic Site Plan
PRE.SUBMITTAl REC'O
DEe 2 2008
PRE.SUBMITTAL REC'D
DEe .2 2008
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BALZH1SER
& HUBBARD
ENGINEERS
.-
ApPENDIX D: VEGETA TED SWALE FLOW C41CULAT/ONS
5
Height
Qpeak = Peak flow rate, cfs T
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.
.
.
W.
Diagram of Swale Variables Used in Spreadsheet
User-Supplied Data
Variable Name Unit
Side Slope 1 SS1 3 SS1:1 Warning: Side slope:
Side Slope 2 SS2 3 SS2:1 Warning: Side slope:
Swale Width W 2 feet
Le~gthwise Slope S 0.005 feet/foot
Peak Flow Rate Qpeak 0.15 cfs
Swale Height Height 3 feet
Manning Coefficient n 0.25
Computed Data
Variable Name Unit
Depth d 3.75 inches
Cross"sectional Area A 0.92 sf
Wetted Perimeter WP 3.98.feet
Hydraulic Radius R 0.23 feet
Computed Peak Qpkcalc 0.15 cfs
Flow Rate
Computed Peak . Vpkcalc 0.16ft/sec
Velocity
IComputed Length L 85 feet JWarning: swale leng
PRE.SUBMIlTAl REC'O
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~"
;:::i
:::i
Depth to Water Table-Lane County Area, Oregon
Depth to Water Table
Depth to Water Table- Summary by Map Unit - Lane County Area, Oregon
I Map unit symbol I Map unit name
23 Camas~Urban land
complex
27
Rating (centimeters) Acres in ADI Percc~t of ADI
>200 0.4 11.9%
>200 2.9 86.8%
>200 0.0 1.3%
3.3 100.0%
ChehaJis-Urban land
complex
Newberg-Urban land
complex
Totals for Area of Interest
97
Description
"Water table" refers to a saturated zone in the soil. It occurs during specified
months. Estimates of the upper limit are based mainly on observations of the water
table at selected sites and on evidence of a saturated zone, namely grayish colors
(redoximorphic features) in the soil. A saturated zone that lasts for less than a month
is not considered a water table.
This attribute is actually recorded as three separate values in the database. A low
value and a high value indicate the range of this attribute for the soil component. A
"representative" value indicates the expected value of this attribute for the
component. For this soil property. only the)'epresentative value is used.
Rating Options
Units of Measure: centimeters
i
I
i
Aggregation Method: Dominant Component
Component Percent Cutoff: None Specilied
Tie-break Rule: Lower
Interpret Nulls as Zero: No
Beginning Month. January
Ending Month: December
PRE.SUBMlITAL REC'D
DEe 2 2008
t '.-;(!.\ . Natural Resources
~~~ Conservation Service
Web Soil Survey 21
National Cooperative Soil Survey
'11/30/2008
Page 3 of 3
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PRE.SUBMIl1AI. ROC'DllI
0(: 2 Z008
~ /
Hydrologic Soil Group-Lane County Area, Oregon
Hydrologic Soil Group
Hydrologic Soil Group- Summary by Map Unit - Lane County Area, Oregon
Map ullit symbol Map unit name Rating
23 Camas-Urban land complex A
27 Chehalis~Urban land complex 8
97 Newberg-Urban land complex B
Acres in ADI
Percent of AOI
0.4
2.9
0.0
11.9%
86.8%
1.3%
Totals for Area of Interest
3.3
100,0%
Description .
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according ta' the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long-duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (AID, BID. and C/O). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet." These
consist chiefly of moderately deep or deep. moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet These consist
chlefiy of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet These consist chiefiy of clays that have a high shrink-swell
potential, soils that have a high water table, soils that have a c1aypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (AID, BID, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group 0 are assigned to dual classes.
Rating Options
PRE.SUBMITTAl REC'O
DEe..22008
Aggregation Method: Dominant Condition
Component Percent Cutoff: None Specified
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Natural Resources
Conseryation Scr:ic;~
Web Soil Survey 2.1
National Cooperative Soil Survey
11/30/2008
Page 3 01-4
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,
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Hydrologic Soil Group-Lane County Area. Oregon
Tie_break Rule. Lower
l.:'!L'.\
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Natural Resources
Conservation Service
Web Soil Survey 2.1
National Cooperative Soil Survey
,
"~
PRE.SUBMITTAL REC'O
DEe ,2 2008
11/30/2008
Page 4 of 4.