HomeMy WebLinkAboutApplication APPLICANT 12/19/2008
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City of S~ring ,,,Id .
Development Services Department
225 Fifth Street
Springfield, OR 97477
Date Received;
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Original submittal
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Site Plan Review
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Applicant Name: J \AlA 1"', bA.N\~
Icompany: 6lt11\.l&1 lZeO(C.L..IN~
IAddress: 4-4-4-& ~N,,-w,l ~W9.
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IAPPlicant's Rep.: "~IZIff'e-! JD\-\N' \.-AWU26S Phone: 081-10 10
[company: ,-r'0~' ARGPd11E:Cf"S Ix fLAl\lNf::l<-S . Fax: (pe1-0~2.0
, IAddress: 117'2. E:NoT E?~At?WAY. 0iAl11:- ZOO ,1:O~6, 012--, L11401
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I Property Owner: ~~l!\t~ IZELYCLING 'J~,J.); Phone: \ 7#. 002..'0
ICOmpailY: ' ~\(\Na, r.z.kO(CL-INGl .t~:; Fax:, 'I'JZI.P - q~q4
I Address: 444-~ f(Z-I'<NIQAN j;o\A.lhVA~P , ~J..b\o.lw.:4'\:> I oR.. Q14-o3>
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IASSESSOR'S MAP NO:llO'b'bt4-4 IT~X LOT NO(~~\ 1500 I I (POD f 1:400
I Property Address: 4-44(1) FrtANKLIN [?ow.eVAIZ..D ' '~iJ('
ISizeof Property: 1... f?q .;;tUes ~
I Proposed Name of Project: PLANE-T IMPRoV~fNT ~~ -
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I Description of If you are Filling in this form by hand, please attach your prgHisii,t'descriPtion to this application.
Proposal: S~_ NARIZATI\Je, , " ~t!F
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EXisting Use: S"C.(JND-I-lANV tzBI1'<.\L- ! 5AU/P&f:- 6~~
New Impervious Surface Coverage (Including Bldg. Gr~~~~i=loor Area): '2.2., l'Cr
Si natures: Please sl nand rint our name and date in the~~:;f~"ro riate box on the ne~t
Associated Applications:
Ipre-SUb Case No.: PeE'2JSI)'?-OVO-72....
Icase No.: Wc..:2..6D~~DOOriD
IAPPlication Fee:n~- 40 7t.{... (JJ
ITOTAL FEES: $ 4,4 "b/ ,,70
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Date:
Reviewed bv:
Date: 17-/ i~l0b Reviewed by: lJ\L- I
ITechnical Fee: $ 203.10 Ipostage Fee: $IW I
I PROJECT NUMBER: PIZ,IZorg- mNS' I
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Revised 1/1/08 Molly Markarian
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"')wner Signat,;res
This application ',orm is used for both th~ recjiJired pre..submittal meeting and subsequent
ccmplete cpplication'submittal. Owner signatures are required at both stages In the application
process. An application without the"Owner'soriginal signature will not be accepted.
, Pre~Submittal
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The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the
Pre- Submittal Meeting. . .
owner:, ~. t'-...' A
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, Submittal
I represent this application to be complete fOf'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 8.5
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. r .
Owner:
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Revised 1/~}08 Molly Markc:ri2n
2 of 10
225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
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--:ity of Springfield Official Receipt
Development Services Department
Public Works Department
Job/Journal Number
DRC2008-00076
DRC2008-00076
DRC2008-00076
Payments:
Type of Payment
CreditCard
cReceintl
RECEIPT #:
3200800000000000796
Date: 12119/2008
. Description
, UGB Site Plan - Major Mod
+ 5% Technology Fee
Postage Fee Type II - $160
Paid By'
TBG ARCHITECTS
Item Total:
Check Number Authorization
Received By Batch Number Number How Received
ddk 019740 In Person
Payment Total:
, ,
Date Received:
DEe 1 9 2008
Original submittal
p'age I of I
9:37:23AM
Amount Due
4,074.00
203.70
160,00
$4,437.70
Amount Paid
,.., $4,437,70
$4,437.70
1211912008
CITY OF SPRINGFIELD
VICINITY MAP
DRC2008-00076
4446 Franklin Blvd
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Tax Lot 1500,
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Date Received:
DEe 1 9 2008
Original Submittal
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SITE PLAN
12/2/08
PLANET IMPROVEMENT CENTER
BRING RECYLClNG - BLDG. 3
4446 OLD FRANKLIN BLVD.
GLENWOOD, OREGON
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Date Received:
ARCHITECTS
PLANNERS /INC
DEe 1 9 2008
132 [ast BroadwilY
Suite 200
Eugene, Oregon 97401
(541) 687-1010
fax (541) 687..0625
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@ Copyright 2006 by T IG Architects & Planners/ Jnc
December 18, 2008
'Date Received:
Development Services Department
City of Springfield
225 Fifth Street
Springfield, Oregon 97477
DEe 1 9 2008
Original Submittal
RE: BRING Recycling - Planet Improvement Center (200334/1.3)
Type II Site Review Modification Application
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
LAND USE REQUEST
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:
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ARCHITECTS &
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132 East Broadway
Suite 200
Eugene, Oregon 97401
541-687-1010
541~687-0625 Fax
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 Joho E, L,wl",.AIA
the associated additional stormwater facility; P,'oc'p,1
James F. Alberson Ill, AlA
Principal
Darrell L. Smith, NG\RB, rAIA
Principal
City of Springfield
December 18, 2008
Page 2 of 8
Date Received:
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.
DEe 1 9 2008
SITE AND SURROUNDING CHARACTERISTks
Original Submittal
The total site area includes Tax Lots 1500, 1600 and 2400 for a teital 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-l 0). The site
is essentially flat with the Southern Pacific .Railroad tracks elevated some 25 feet
above grade to the south, There are no known easements on the property.
The FEMA Flood Insurance Rate Map (#41039Cl142 F) identifies the site as being in
Zone X (areas of 500-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 drive,way 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 SITE 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 dated December 18, 2008 and the approved 2005 Site Plan
Review Modification documents for the Phase 1 and Phase 2 project areas).
City of Springfield
December 18, 2008
Page 3 of 8
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 includingthe 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
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 enclosure 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(0); "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. Date Received:
DEe 1 9 2008
Original Submittal
City of Springfield
December 18, 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,
stcirmwater 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 fire hydrants and note how fire (low 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 18,
2008 for details.
Previous Condition - Sanitarv 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 re,dundant 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.
Date Received:
DEe 1 9 2008
Original Submittal
City of Springfield
December lS, 200S
Page 5 of S
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 18, 2008 for details.
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,"
Conforming Response; 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 removes
this utility pole, existing overhead lines, and the existing transformers. Power
will be rerouted to the existing residence from the west by S.U.B. Reference
attached correspondence from Ed Head at S.U.B. dated 12/5/08. 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 18, 2008 and attached fixture cut sheets 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
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,
Date Received:
DEe 1 9 2008
Original Submittal
City of Springfield
December 18, 2008
Page 6 of 8
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 18,2008 and Storm Drain Study from Balzhiser & Hubbard
Engineers, both dated December 18, 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 pavi ng or roof area.
This modification applicati~n provides more detailed landscape plans consistent
with SDC 4.4-105, the original approved Site Plan Review and 2005 Site Plan
Review Modification. Landscape screening is provided along the western border
of BRING's property adjacent to the residential neighborhood. The fence
bordering the residential neighborhood to the west of BRING's property is an
existing 6' high chain link fence, Existing, mature arborvitae shrubs planted on
both sides of the existing fence have been supplemented with code compliant
shrubs to meet the screening requirements. (Reference attached Sheet L 1 -
PLANTING PLAN dated December 18, 2008.)
Date Received:
DEe 1 9 2008
Original Submittal
City of Springfield
December 18, 2008
Page 7 of 8
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.
There are no proposed changes to the parking areas' or ingress-egress points;
therefore, the proposed Site Plan Revie'0' 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. Three existing hoops provide six bicycle parking spac~s under
cover near the entry to Building 1. As per the previously approved 2005 Site Plan
Review Modification, the Phase 2 employee parking area will accommodate
employee's vehicles who remain on site all day. The lot will be accessed
mornings and evenings and will not be congested by frequent trips on and off the
site.
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,
1 There is no change in use or change to the number of the existing customer parking spaces, with thp R . d'
exception that 3 spaces were required to be removed at the access drive as a condition of ODOT. There ar ate eeelve.
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, DEe 1 9 2008
Original Submittal_
"
City of Springfield
December 18, 2008
Page 8 of 8
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 ie-use warehouse use to the community.
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,
32" ~
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\CorrespV\gency\Springfield\SitE' Pbn Review Modification 2008\Fin~1 SlIbmittaI12.18.08\200334.SR Modification Application-200B.doc
Date Received:
DEe 1 9 2008
Original Submittal
.
Mr. Steve Hopkins, Planner II
Development Services Department
City of Springfield
225 Fifth Street
Springfield, Oregon 97477
DEe 1 9 2008
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December 18, 2008
Date Received:
Original Submitt~1
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
I
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
Dear Steve:
Thank you for your review of our Presubmittal Application. Responses to the
Presubmittal Review Comments as outlined during the presubmittal meeting on
December 9, 2008 are listed below.
Response to Planning Notes:
1. Reference Sheet A 1.0 - SITE PLAN dated 12/18/08: The fence bordering a
residential neighborhood to the west of BRING's property is noted as an
existing 6' high chain link fence. Reference Sheet L 1 - PLANTING PLAN
dated 12/18/08, response to comment 3 for screening requirements, and
Land Use Request Narrative, Type II Site Review Modifications Approval
Criteria and Supportive Findings, Paragraph C.
2, Reference Sheet A 1.0 - SITE PLAN dated 12/18/08: Bicycle parking is
provided south of Building 1. Three existing hoops provide six bicycle parking loho E, l,wle>>, AlA
spaces under cover near the entry to Building 1. Reference Land Use Request P,iocip,1
Narrative, Type II Site Review Modifications Approval Criteria and Supportive l'me, F. Albe,,,o III. AlA
PrinCipal
Findings Paragraph D.
, Darrell L. Smith, NCARS, FAIA
Principal
.
City of Springfield
December 18, 2008
Page 2 of 3
3. Reference Sheet L 1 - PLANTING PLAN dated 12/18/08: Landscape screening
is provided along the western border of BRINGs property adjacent to the
residential neighborhood. Existing, mature arborvitae shrubs planted on both
sides of the existing fence have been supplemented with code-compliant
shrubs to meet the screening requirements. Reference Land Use Request
Narrative, Type II Site Review Modifications Approval Criteria and Supportive
Findings, Paragraph C.
,4. Reference attached cut sheet for Munich Series HID Fluorescent, wall-
mounted, full cut-off light fixture.
Resoonse to Public Works Notes:
1. Reference Sheet Al.0 - SITE PLAN dated 12/18/08: The length of the
drainage swale is dimensioned on the plan.
2, Reference Sheet C2.0 - GRADING PLAN dated 12/18/08: The estimated cut
and fill quantities are listed as plan sheet notes.
On behalf of BRING Recycling, enclosed is a package with an application for a Type
II 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 II 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 8V, x 11
Right-of-Way Approach Construction Permit
Storm Drain Study - (3 Copies)
Munich Series Light Fixture Cut Sheet
Copy of Septic Permit to follow as a deferred submittal
Copy of SUB approval to remove overhead power lines
Date Received:
DEe 1 9 2008
Original submittal
Plan Sets dated December 18, 2008 - 18 Copies Each;
Tl " TITLE SHEET
A 1.0 - SITE PLAN
A 1.1 - FLOOR PLANS
AU - EXTERIOR ELEVATIONS
L 1 - PLANTING PLAN
L2 - PLANT LIST, NOTES & DETAILS
Cl.0 - EXISTING CONDITIONS
City of Spri ngfield
December lS, 200S
Page 3 of 3
C2.0 - GRADING PLAN
C3.0 - STORM DRAIN PLAN
C4.0 - SANITARY SEWER, WATER, FIRE& GAS PLAN
C5.0 - PAVING PLAN
C6,O - CIVIL DETAILS, LEGEND AND GENERAL NOTES
E1 - 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.
Sincerely,
,~~~
Ben Rippe
BR/nl
cc: Julie Daniel, BRING Recycfing
Monica Anderson and Don Davey, Ba/zhiser & Hubbard Engineers
Carol Schirmer, Schirmer + Associates, LLC
Z,\PROJI2U0334 Bring\Corresp\Agency\Springfield\5ite PIM) Review Modific,llion 2008\f'iI1JI Submittill 12-18-08\200334-SR ModificJtion COVER Letter'200B.doc
Date Received:
DEe 1 9 2008
......;,..,;n"! Submittal
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Department of Transportation
ODOT District 05
644 'A' Stre,:'
, Springfield, OR 974',:,
(541) 744-8080
Fax; (541) 726-2509 '
L ynn.S. Stuckra1h@odot.state,or.us
File Code: PMT 4-21
. Theodore R, Kulongoski. Governor
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),
at Mile 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 Construction Permit(s) is attached. This Construction Permit includes the
Construction Drawing(s) ard all necessary tenns and conditions.
i
You have until the date specified on the Construction Permit(s), June 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 of the 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, Maintain and
Use an Approach can be issued.
If the 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.
NOTE: An approach can be legally used ONLY after a Permit to Operate,
Maintain, and Use an Approach has been issued:
Date Received:
DEe 1 9 2008
Original Submittal
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
contact me at (541) 744-8080. I welcome the opportunity to assist you.
Sincerely,
6?finoa:> ~('D
Lynn Stuckrath, Permit Specialist
ODOT District 05, Maintenance Office
Attachments (Construction Permit and OAR 734-051-0215, Liability and Control)
Date Received:
DEe 1 9 2008
Original submittal
PERMIT NO: 52782
Application Id: 5411
Applicant Information
I N'JULlE DANIEL
I c'SR'{NG RECYCLING
Mailing Addreu: .
PO BOX 885
Eugene, Of! 97440
..
Highway Number: 225
Phorie: FAX:
J5411748-3023 (541\728-9894
leM~LL'IEDtalBRINGRECYCLING,ciRG
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; Insurance Information
Compeny:
KPD INSURANCE. INC,
PQlicyNo:
2008-13818
Policy BrlliIln;
07/17/2008
Amount:
$1.000.000
Poltcy'End:
07/17/2007
Performance Bond Information
I Cr:J/A"Y:
1 Bond No:
Amount:
$
Property Owner Information
I Nj'UtJE DANIEL
Company:
BRING RECYCLING
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1541) 746-3023 (8ll!!I) 726-9694 ' Ql
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PO BOX 985
Eugene, OR 87440 use
Applioant Signature
Looal Agency Approval (lr required)
CHAMPS ~ d_rpt_permICapprch_con
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PERMIT TO CONSTRUCT A
STATE HIGHWAY APPROACH
MllePolnt: 0.15 Reason for Request:
----
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Oregon Department of TliffrtBtlOn
Completion Date: 06/09/2001 Jr
Improvement
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Property Information
I Address:
4446 FRANKLIN BL VO
EUGENE OR 97403
County:
Lane
Hi~hway:
McVay
IO:1snf
LllndmllFks:
Plan View
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Rou!e:
ORE225
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I::ngln8enng Stallon: l:ilde of Hwy: Nail Forest"(:
101+65 R N
'175'-0" NORTH OF 19TH STREET
Tax Lot Information
Specification
\Wldlh\W):
. 24.00ft
WingWidIM(X)'
7.00ft
Psvln;Lml.(f:l1):
.00ft- '
,ISUrf\D5-}:
16.00ft
'Culvert" Diem: Len"
None .001n .00ft
Sub Ban Crse; Thickness:
31.5mm - 0 AllQrellate Baae (11/2" - O' 8.001n
Base Crn: Thickness:
19mm'- 0 Aaareaate Base (3/4" - 0\ 6.001n
I LSt~tD~tv Class 'C. Asphalt Concrete 4.ooi~
I Wesr Crsa: Thickness:
Std DUN Class 'C' ASDhalt Concrete 2.001n
Township Range Section
17S 3 34
1753' 34
17S 3 34
Angle (A):
90
Tax Lot
1500
1600
2400
Curb-$d:w1k{K)"
5.00n
PavIng Lm\ (P21:
.00ft
, Instructions
Issuing of permits under these regulations Is not a finding of compliance with the statewIde planning goals or the acknowledged
comprehensive plan for the area. Permits are Issued subject to the approval of city, county or other governmental agencies having
authority to regulale land use by means of zoning and/or building reguletlons. 'It sheil be the appilcan!'s responsibility 10 obtain any
such. approvals IncludIng, where applicable, local government'determlnatlons of complJance with statewIde plan~lng goals. All
materials and workmanship shall be In aocordance with current Oregon Standard Specifications for Highway Construction,
The Permit Is Issued subject to the provisions of Oregon Administrative RUles 734-051-0045 through 734-051-0355, which are by
reference made a part of this permil; and which are In effect at any particular time In the duration of the permit.
,oj"
Dat~
This permit is not valid until signed by a duly authorized
reoresentatlve ofthe Orejl,on Deoartmentof Transoortation,
\AuthOriZed OOOT Slgne~ /1',"",~,;/-' // / I Dele
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PERMIT FOR ENCROACHMENT, CONSTRUCTION
ON OR USE OF STATE HIGHWAY
Oregon Departmenr of Transpo/1allon
PERMIT NO: 52782 '
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Appllcal/on Id: 5411 ; Highway Numb~r: 225
MII,Polnt 0.15
PROVISIONS
Reason for Request:
Improvement
Applicant: JULIE D~N!EL . . 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 must be 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 spec'ifications produced by the Architect or Engineer representing theApplicant or Contractor,
150,103 The following ODOT documents or subsequent revisions there to, where applicable 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 Manuai
(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 Applicant (or agent) shall notify the District permitting
representative.
150.403 Applicant is responsible for maintaining existing structures, including fences, unless otherwise directed by the District Manager or his representative
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 Oragon Utility Notification Center (OUNC) area. The OUNC is a utilitias notification system to notify owners
of utili!les about excavation work performed in the vicinity of !heir facilities. The utiltties notification system teiephone number is 1~800-332-2344,
150.702 Do not park on stete right-of-way unless permitted by the District Manager, Comply with ORS 810,230,810.160.
150.703 Remove all dirt and debris from the highway at the end of each work shift or more frequently if a hazard to the traveiing public exists or as directed
by the District Manager. .
170,303 Applicant shall be responsible and liable for (1) investigating presence/absence of any legally protected or regulated environmental resource(s) in
the action area; (2) determining any and all restrictions or requirements that relate to the proposed actions, and complying with such, including bur
not limited to those reiating to hazardous materiai(s); water quality constraints, wetlands, archeological or historic resources{s) state and federal
threatened or endangered species, etc; (3) complying with all federal, state, and local laws, and obtaining all required and necessary permits and
, approvals. ' '
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400.001
If the applicant impacts a iegally protectedlregulated resource, applicanVpermittee shall be responsible for all costs associated with such irnfJact,
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.
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 District Manager.
Only earth or, rock shall be used as fill material. The site shall be shaped to maintain existing drainage, contoured, trimmed and seeded with native
grasses in a manner satisfactory to the District Manager.
Permission is required for any person(s) seeking to change drainage patterns which increase peak Iiew rates o'r pollutant loads to ODOT RIW, 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)
iimitation guidelines, and the Endangered Species Act. Erosion control measures shall be taken to prevent impacts to highway right-of-way,
during and after construction. ..J
,
Page 1 of2
Printed: 07118/200i3'-"f2;02:0:fPM
CHAMPS - d_rpt_pro...._woasb
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Oregon Department of Transportation
PERMIT NO: 52782
PERMIT FOR ENCROACHMENT, CONSTRUCTION
ON OR USE OF STATE HIGHWAY
1r
Application Id: 6411 Highway Number: 226
MilePolnt 0.16
PROVISIONS
ReaBon for Request:
Improvement
AppUi:ant: JULIE DANIEL Company: BRINO RECYCLINO
\ . . .
445.412" A.,ny area of cut or damaged concrete shall be restored in accordance Drawing RD300 and "Typical Section-Pipe Sectlon'Under Sidewalk" See
-. ", ':;,!j00445.410. ' ,
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2.000
3.000
00445.41 Installetlon In Paved Areas:
(a) Generel - Install pipes, within paved areas that are tobe preserved, DY open excavation, tunneling, Jecklng, or boring methods es allowed by
ODOT Perm~. Regardless of the methcd usad, do not disturb the adjoining pavement more than necessary.
(b) Open Excavation Method - Where open excavation method is used, cut, remove, and restore the pavement as follows:
(1) Pavement C.uts - Saw cut the pavement along each edge of the area to be removed when no pavement overlay will occur or when the surface is
carrying traffic. All other pavements may be saw or wheel cut. Limit the area being cut, to the least width and extent practice I for Installetlon, Cuts
shall be clean, vertical and me de true to lines designated within a tolerence of 25'mm. Depths of the cuts shall be sufficient to permit the removal of
pavement between or elongslde them without damage to pavament or structures to be left in place. Remove and dispose of pavement lying within
the limits of the cuts and from any adjoining areas damagad by the cutting and removal operations according to Section 00310.
(2) Replacement Surfacing: '
a. Aggregate Base - Afterplpe has been Installed and the trench backfilled t<! proper elevation, according to Section 00405, for pipes 1800 mm and
less In diameter and Section 00510 for pipes over 1800 mm In:dlameter, placa and compact aggregate base or foundation material to a thickness of
450 mm or the thicknass'ofthe removed aggregate base, whichever Is greater. '
b. Pavement - Unless otherwise epproved, the kind of replacement pevement to be constructed shall correspond with the same kind removed from
the area. Replace highway shoulders, drlveweys, curbs, gutters, walks, dikes, walls and other similar asphalt or portland cement concrete
structures with construction at least equal in all respects to that of the structures or parts of structures removed, slmller end matching that of
adjoining, undisturbed structures. Perform replacement work as follows;
- Jrlm 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 esphalt or portland cement concrete to established grade and cross s'ectlon according to Sections 00745
(Light Duty) and 00440, es approprlete, " ,
_ :Respectlve thickness', of new pavement shall equal removed pevement thickness or the following, whichever is greater:
Material Minimum Compacted Thickness, mm
Traveled-Way Area Other Areas
Asphalt Concrete 130 100
Portlend Cement Concrete 200 200
Areas from the back of sidewalk to the property line may be used for landscaping by obteining a separate ODOT Miscellaneous permits from this
office. Any other 'uses such as parking or storage requires a land 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.
Special Provisions '
If tax lot 1600 and/or 2400 become different owners, an easement will be required to cross over properties.
Parking spaces near approach could effect safety of traffic entering the site from the McVay Highway. Applicant shall remove three of the spaces
closest to the approach (o~ the Norlheast corner of the parking lot, or 'right side as a vehicle enters the site), nearest the approach.
j
CHAMPS ~ d_rpt.J)rov_woasb
Page 2 012
PrInted: 07'18/200612:02:03 PM.
Highway Number. 22&
PERMIT TO CONSTRUCT A
STATEI:IIGHWAY APPROACH
MllePolnl: 0.1&
Reason for Request:
Application Id: 6411
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Permit No: 52782
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, oregono.portmon"F
Improvement III
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Completion Date: 06/09/2001
Issue Date: 07/18/2006
Applicant Information
Property Information
I A='~RANKUN BLvD
EUGENE OR 87403 '
I Cou"~'
Lane
HI"hwlIy: Route;
McVey ORE225
~MU.POJnt cngi"eertng Slauon: Sla. oJ HWY: Nell ,.orear/:
0.15 101+65 R N
Nome:
JULIE DANIEL
Company: .
BRING RECYCLING
Melllng Adcheu:
PO BOX 885
Eugene, OR 97440
Phone: - FAX:
'_ ~5411746-3023 /541\ 726-9894
.Mall:
JULlEDilllBRINGRECYCLlNG.ORG
Lll1Clmarltl: .
175'-0" NORTH OF 19TH STREET
Tax Lot Information
TomIllhip Ranll" SO<tion Tax Lot
178 3 34 1500
178 3 34 1600
178 3 342400
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This placard should be posted and visible from the highway at all times
during construction.
For inspection, call' (541) 744-8080
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PIInt8d: 07/1812008 12:Q1:152 PM
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$5(1,00, 1\l1en~ pU..No., CT-2236U
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1. Name of tn'u~.~1
et.,gtJ\w VJU,r,zy IIAN!I:
~UC'C.8Bg~. O~ ...iina .. may be included withl~
t:l:w c!iIfil\~t:lon <:If 11l81l~etl in BQ"~ion 1{&)
2. The e.cate or l~t.re.t in the 11nd which i. el\e~r"Q Py the 1o.urec! mcrtg&9a ia.
Pee ll.1l1p1e
3. Tho ..tate Or 1nc.~.t in the land 18 vested in:
BRING RJlCYCLtllG
all Oregon =lIt"'ofit corpor&~ion'
4. 'l'lla i...urec! "",rt!;IOIJCl and. ...19'1."nc. the".,,!, i! ,my, are c!lIl1crtbed a. follo".,
Ilaed .,f 'l'n:.t. :lnol.udu.g th.. t.."",. ILM prod.iona tlwr.o'r, ""'.au~.d by
Brin~ ~Qyoling, an Or.9On n~p~orit oc~or.tion, ~o elL.olLd.. ~i"l. C~an"
Oo~ora~ion, ~."ee. f,,? the I>euefit of Sille.." Vaa." Sank !a\Ten. Bnr.eh.
8.~.t~~~aryf dat.d .mbru.~.~. 20~1~ r.cQ~4 ~6b~ary 2, ~OOl( Ra~.p~ion Yo,
20D1-0058~!. Lane COUctyOffieial ~'cord., to,s.cure payment of a note for
~U..OOO.OD,
s. ~o land referred ~o io teia po1icy il d...crihad al follo~8'
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Date Received:
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DEe 1 9 2008
':r
Original Submittal
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1l.gi~n9 at & pcl.l>t: on the 'I'ortherl~. dll'!>t of way Hn. of ehe Souehern
Paei!1o R..u'way in l5..ot1= !4, 't'oumehip 17 1!l0Ul:h, Rar.ge 3 'Weill: of the
Wi1lam.ttm MOridian, 1208.14 flOat South AD4,838.D~ r.et BaBt of the ~0=thwe4e
co=:n,or of the D. McVay DoIlAtl.cm r..Ild C:ldlll Jlo. 82, in Itaid 'roomship llnd
RaQge, aDd from ~~i4 po~nt of b.ginnicg ruA thand. No~h 14' 30' Weat 31.5
r..t to t:Il. Soutll U~ of tll. roadWllY ....8ft!Mt, uil! point bej."5f muked by a
s/e !.ftch 1.&'QZI bar; thonoe !!loUt:h 8S' DS" W.n aU.l f....t a10as ehll SOlltharly
lill8 0: t:lua -.u.l:ing ~"dway to a G/a inch i=a bur l:1Im:ce l1o\lth a' :5" laiC
118.5 f..t to the Nor~rly right of ~ l1n. of ~~ SCUth.~ Paoific aa11~ay
...glll: or way; thence ~ortJ;, 52' 42" I!Iallt along .aid railway :t:'ill'ht of way 2Ji.6
feet to th.1l place of b"gi.nning, 1n ..lIftD emmel', O,-ulIoa.
ALSO, lIaginnill9 at .. point on tho 110rtAa::ly rig'bt 01: _y Uno ot the
Southe= l'aoit1.o 1l;l.Uway in S."tl.oa 14, 'l'OWnllhip 17 SOl1tl1. Range 3 We.t.
~illa~ett. Mer1diar.. ~~O~.3. feet South aD4 038.05 feet SBst ot the No%thweat
----... of tho n. l'leVay DOll..tiCll Land. Clail!lllo. 82, 1"",...1<1 Townabi;> &l:ld !tange
and ft'OlI Bald pol.n:; o~ b""Uu1inli = thonae \IIort.l: 14' 3Q, West 188. D re..t to a
;>oiDt Or. the North line of thtl C:.:act af 111:14 oonveyecl to Sam Le..i. ..na
t'Aoordar:= in Ilool: 35~, J;>g".. ;19, ..line County O:egon Del!!d RllClOnla: 'thaneB e...t
2 J8 " n fODe to tt... Wut b01l:l1l:!ary at the ata!:e IUghltay, fO=&"'ly Hi9'h"'..y Illo.
U/ then<:e 80ut~ 17. 22' :!IllSt alellQ tho "eat bc:n,,>WIJ:y ot lIaid l>1g-hway 92_8'
~o~t to the Uor:ha"'ly ~ig'bt of way ot tho BoutbArn J;>ae~tic Rail"'''YI 'thence
along tb8 rillht Of way of th.,Southe%~ Paoific Bouch 83' 42' WeBt 2~~.2e fo.t
to tl:lo l'Qint of he;;in::U:ag, in t.4no COlUlty, OreQ'OA.
U,SO. B8g1nnJ.nlJ at a on. IUIC! Dna-half !acl1 i>ol:l p1",e -):1<1=9' "he Norehwl!JIt
eOnulr of the 1).' JoleVa.y 1)OII&tio.. Land ClailllllZo. 82. To......h.!.p 17 South, .R""g.
3 We.~ of the W111amette ~eridian; thenge South 0" 11' S~. w.,~, ID32.5~ foet
aloug ~he West:, line oe .aid Clai~ tg . poiDt; t~enQo Bast &68.0 fe.e to a
poi~t marked by a~ iran red, tbon~~ Morth 8t. 25' 3D" Bast, &35.3J feet aloAg
· line parallel "'itJJ. ant1 011. foot S~t:herly frollt ...., lli<iuUng fence line (oDing
a CYclone Fence, 8i~ feet in heiwht and havimq fenoe poace Det in eor-orote) to
the t:CUD point of b.sri:ln1D!l. tlse...,. lIort:!! U' 2.' 10" Ellie 98.92 feat eo .
~oint :>., ~"e 1I...ttl%l:y right: of _y line Of 17.11. Highway 110. '9/ thenee
/llo.-u. 17' 3Z' 30" ,Weet, B.02 h6t dong Ba.!.e:. lI'oBI:.r11' right of WAY line to ~
~oint ",",rlca4 by an iron :pin} 'th"'oe llouth 84" Si' Iie.t 95.'0 f...t .1=9' A
lino ];l1L:ralle1 With =d 01\0 I:oot 8o\ltharly frolll, IlIl10A -.uNreel. at. right: angles
co 1:1-... above 'lIent1oned f........ to the tr~8 :>oint of beg1...u.,g. ill ~AI1e County.
Or"8on. '
Date Received:
oonclnuad.... ,
DEe 1 9 2008
.' .
Original Submittal
,......
02104/1994 01:41
541
3B94
BR I NG REeVe. JG
:'ilGE 03
I"L'.b';;t1:j
~. ~:.'7" ---""
our )lOI er-a~JII8Sl
~age I 5
~operty De.ar~ptioc conti~~.a_
PARCJn, ~.
811\111111ing at a po1m: 1178. S6 teet South ~ UO. U tOlet !Callt oe tbe Northve.~
co~~ oe the D. ~BY Donation Laud C1.im NO. 821c Sectio~ 34 ~ Township
17 So..~. ll.lIA9'e 3 w..t of ~he lfilhmot:te MedcUu, ana :run the=e South S'.
06 I Ifllllt 203,01 feat alOll8 the Soutberly lil:e or tha lUC1IUllg roadway to ... 51.
illCb 1z:= be:.., th_ Seln:h 2' U I lIast 118. II tellt Co, the !lTo..thedy dght "r
~y line ot tha Southam pacific 2.~lway, thcnae Boath 630 4~' We.t .1.82
he,:, ~Cl! W..st 123.8 feet I tll8.l>c:e l.av.!.ng tha l:'a11....y rigll,t: of way CUld
run N~rtb 3D2.2B teetl I:b~oo ~....t 320.15 feet; thenoe'Soutb 14" 30' Bast
lill... feet to ~o point of bei1nning, in Lane ~CUDty, ~o~.
lIXa:1>'lIlllQ 'rl!ZItBPROM tbat Po~tion ..r the above ,tnot:, it any.
lvil:;l North or ,!:be boWlda~ li.... ..l:ahli.hed in t:bat: eertaLn
lllJ...-allt reClol:l:led OQ Janu~:I.7, lSIS!, Recllption No. 412U,
~lII1e Ccll:nty OreiC>n Deed RileDX'd.. all in ten.. Ccunty, Oregon.
PUCI/L 3.
The R..c ~i!ty (SOl teet of thO Worth hAlf of Lot 10 otehe Plat o'f Brooklyn,
e. platt.1i and n==d..d il1 8001< 2, Page U, :.ana CO\lXlty' O:-8~n P1ILt ReoordJI.
in LAlla County. Oreggn.
Date Received:
DEe t 9 2008
Original Submittal
~~/.~~!1~~4 ~l:ql
:J4..1.('::::O'jt)::I'+
....... .~ .... ~ ~"
Dr<:;J.I'iU 1"'.::........1'1,..1....1.1'1\.,
rf-l.\,;I!:. u"'t
.'ilJ. =/:4~ :--.=-'.4/("--..---,.-
SClllroC':,J1: II' . Pl\jl';l' r
Pol~cy No, 31-~caa-107-00J~6SC3
rn~B polioy dO~B net insure Bg'BiaBt 10.. or da~ (ADd thu Co~y wil" nc~ pay CCSt.,
attorney'. to.. or GXpen.~.) wnieh ariSe by rQASO~ ot,
GlmKAAL BXClU'TIONI'l,
1. go ~~.'O~ ......m.nt. whioh BrR DOt Bho~ &0 oxtst1~ lian. bytbe
=.oords Of any e~xi~ authority :hat levies taxa. or a.....smen:. 00
real ~.Z'ty or by the p.mUe ""ClClrd8.
l:l. ~ro"eedingB l>y " p'..Ibli.o "g'enc:y wlU.o:l. mI1Y reBult 1n ~n or
a'''...menta, 0= notices of .ueh prooeading., wheener or not .hown
by tn.. ",.c:orel. o! suoh ager.ey or by ,I>ha pub11 e ..ecords.
~~ &. maB8men~., lie~~. eneumb~~ng... iQeere*t. or claim. ehe~eot wht~~
ara =t sho>On by el\, p1Jblic: ....co:'4..
b. Aziy .l!aot.. rig-hta, , int.rut., or cldl1lll' which arll not ahc"ll by thB
publio rac:ords but ~ich could ~. a.aereained ~ an inspection of
the 1.r~ or Ry makine ioqui~ of pardoDS in po"seddion her~of,
3. n;l~rlpancie~, "onfli~c. in hoUOd&ry liDA., Bho~tage in .....
enoro.ohmentB, or any other taetR vhicb a ogr~.~t Rurvey would
d~laloBII; and ~iah are ~ Dho~ by =h. pUblic records.
4 . .. . Unp. tented lllinin.g elalnw/
b. llenrvatiooe or Iltc...::iClm. in pat80tll or 1c A~CB aut!lClrizir.g thR
iD.uance thereOf,
C. Water right_, ~lRim. or l:1tle to ~.tQr;
whDthllr or Dol: the m.t:tan RX~eptRc;. UllCle:- (A). (0), or (c) ..... .110""
l:ly t/1e ll\'bU" :records,
,. Any 11111 ~, :1;l\t to a li.n, tor serviceD, labor or maceri.ll
h.reco~o~. or hera"fte. furnilhBd, impcled by la.. and not .hCl~ by
the public reco..dl.
Date Received:
DEe 1 9 2008
Original Submittal
,"
_...........__v...J--'
::l~H fLb:;lC1':l't
..r-..,"J1"! ='.....~~;;:'-1.'1,.,)
Or-<::J.Nl:, ~t:.,-,r\..,JL.':'I'l~"
,.....I..)l:. r,,<lJ
~~/t~!l~~~ ~l:Ql
i'lO.:::9.9---:=-. 5.'7- '..---
BCI'JiiDut.lIl B - PAR..- n
Policy Mo. 3B-30~0-107-0001SB03
In addition to tho matt ere nt eart!> in ..art:.. or tM. SOhedula, tne titl. to t,~a "",tat.
or 1~tera." in tho. land described or referrad to in Sabcdulo A i. .ubjcot to t~6
!cllo~inQ ~ttar., if any b. a~wn. but'tho Cempany in.urea that ouch ~ettor. are
.~~ordinBt. to the lien Qr cbarga of the in. urad ~rtiawe upcn .~i~ ..tala or in~.~.t,
J.. l\IBi\JOJllDnt OIl! Le"d"~ ....")d a...nt"r includi"!l I:bo turn. and ?ro\'1sions
tbar.o!, fro~ 3ring Reoycling, AD Oregon nonprofit oorporation. to Slualaw
Valley lank ~~ Branoh, dat.~ FGb~.~ ~, 2001, :Dco~cd Fabruary 2, 2001.
S.ooptien We. 200~-OQ58'4. ~.ne Oour.ty Official Record..
a. S'lnanoillg 1ll:ll.tement r.."..rdltc! FGbruary 2, 2001, Reception No.
2001-005895, ~ana County offioial Recc~., lL.tu Bring R~oycling, a. ~eb~or,
all4 81la1&'", vallay ll~ Ruil'l!nll llnnch, &I C!ntditc>r, with ."""rity ir.!omuio<l
ob~~le t~om ~1t..~.
Date Received:
DEe-l 9 2008
original Submittal
,:''2/ V4/199';
BRING R:::CYCLING
el: 41
5417259894
,:,....:""l....'~..,:T.".'
SPICIAL gxCmPrIONS.
PAGE e~,
_:,). 6913--P. 5/7-----
Ii. MY i~::o".e_ut lo"&~ed \.tiIOn ~ha 1.1110=-1 p::opercy ",li;!.o:h 1. de.oribad OJ;
deti""d ... III mcbUIl bomB =de" the p%OlIhionD of Chapter. ij03 and 820. 0"'<;0".
R8Viaad Statut.. and ia .~je"t to regi.tration &0 provided therein.
7. IIIll1ament, inolucUng t:he tormo lUll! prDvido". thereof. g:r;....ted tlle Plldt,(c
?elephooe an.cl Telegraph CompallY, a C&lHo;o;nJ,a CC~or4::i0I1, bJ' in.tr"""'''t:
recorded March 5, 1549. in Bcc~ .G8. Pas" 4BO, tane County Ore~on Deed
A800;d. . i
I
,
6. laa_c.t for _xiating X'OIldway ..a cia8C!rlb.d ;I." thee de..d recordlld .Julle H,
1554, aoC.'.ption 1\'Q,: 3:170. lAne Count!' Ore;o" Daed I!a"ord..
!
'5. Site review Bubdiet::i"t:, inC!ludiUi the ta~. and provisions th..reo~,
nOtioe of >lhtch "'as; r.oordecl June 25, 1.991, aeoeption lIlo. lIl:l95C,. (ora>< lot
1.600)
I
'N~; Taxe., ~.ee~.or'. ~.p No. 17 03 J4 4 ,. Code 4-.4, :aOOO~2CC.. ..
fOllo",. :
#1600, ~oco~t AO. 301844, in tha AmD'~t of '3,Sae.S1;
~1600, 'Acoo~t Ho. J01861, Ln ~Q .mo~t o~ '1.953.70:
l!2400, AClaount blD. 3019&3, ,tn th.. e""'~t ot, 76.03, AlII. l'lUll IN P".'LL.
Mobile R~ ~~e_, Codu 4-14, :1000-2001, .. t!olloW8'
AClocunt No. '01725~, A~~Unt 0: $3e.D9;
AClaount..!Io. 400'79:18, lLl\101l.ne ot f!3.e:l, ALL PAID ;m'J'tJl.L.
S111board on1yiAcco~t: ~c. 1801415, in tbe ~,~t, Dt eS6.S~; PA:O
nI PllI.L. !
. ! <:'
f:. .H
Date Received
DEe 1 9 2008
Original Submittal
541, J894
BRING RECYG. ,G
PAGE 67
,~2/64/1994 61:41
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I'r.L.1
Original Submittlll
22/64/1994 61:41
5-. _ /2598:-)4
BRIN(j c':~(,;Y\;LlN(j
t-'Al;l:.. Qtl
AETlJ~N iQ CA;;CAOE TITlE en.
:;;::, '<-\ L<"1.i'J9 '
o EUoo-q'n~ 'OM.
DivJaJon or Chief D.puty CI~k
lane Coun~V D~cd& and ~.cords
"
lOOl'~~93
~J~1~Jl!['lmlliWW!(l!Wl~11111111111
, "02/02/2001 01'05'09 PM
RPR-OTR Cnlel SloeS CRS~IElt 0' ...
S40,00 $10.00 S11,00
$6100
-""7..t)~-3.U~ltu_nl(."""-:0I,",,n o~nn
Space Above This LIne For Recording Data
When recorded roturn to Siua[aw Voney Bank, 260 Country Club Road, Suite 230. POBox 11529, Eugene.
Orcgon 97440
DEED OF TRUST
DATE AND PARnES. The d~t8 of thi" Doed Of irust (Security Instrumentl is Februory 1. 2001. The parties end
their ~ddre&.ea are:
GRANTOR:
BRING RECXJ;J.W\i
on o'.9on/e~/lfo?lIlI~
P.O. Box BB5
Eugwne, Oregon 97440
TRUSTEE: :
CASCADE TITLE COMPANY
Corporotion
, Invalid ste.t9 abbreviation
LENDER:
SIUSLAW VALLEY BANK EUGENE BRANCH
Organized bnd existing under the laws of 01'1l90n
260 Country Club Road
Sulta 100 '
P,O,llox 410
Eugene, Oregon 97440
1 - CONVEYANCE. For good and \llIlueble consideration. the receipt and SUfficiency of which is acknowledgod.
and to $ecure the Se:clIred Debts Gnd Grantor'" performance undor thi$ Security Instrument. Grantor irrevoc6blV
grants. eonvey~ end f10Up to Trustee. in trust for the benefit of lender. with power of $ols. the following described
prQPQrty:
See Att8ehcd EXHIBIT" A"
The property is located in Lane CountY fit 4448 Franklin Blvd., Eugene. Oregon 97403.
Together with an rights. easements, appurtenances, royftlties. m;neral rights. oit snd gas rights. crops, timber. all
diversion payments or 'third Plrty payment,. mode to crop prgdUCBr8 end all exiptinQ en~ futurs improvements.
structure$-. fixtures, and replecemonts thet ITlOY nQw, or &t any 'time in the future. be pen 01 ~he rael estate
descrlbed faU roierrad to a9 Property). This Security lhetrument will remein in ~ff'llct until tl'\e Secured Debts end
lill undQrIYing.~gregments "'Siva been terminated in ~ritlng by Lend.r. .
2. MAXIMUM OBLIGATION LIMIT. Thu totlll principal amount secured by thl. Sscurity Instrument at qny 01'16
time will not $);caed .396,000.00. Thiclimitation of amoun.t does not include i,..teteet and oth"r fees and ch8rge~
v9lidly m~d9 pUn.Uent to this SecuritY Instrumant. Alllg. this limitation does !tot 'lip-ply to edvanCla made under
the terms of this SecurIty In8trum.nt to prote:et Lender'!: $ocurlty and to I)"rform any of th8 covenants contaIned
in tl-.16 Security lnatrument.
3. 5ECU~ED DEBTS. (his Sec;urltv Instrument will secure the fol/ollYing Secured Debt::
A. SpecIfic Oebt3. The fOllowing' debts and all 9xtenslon8, renewals. ~ refinancings. modifications and
repll!lC8mentg. A promissory note. No. 1000065591. da'ted February 1. 2001. from Grantor to lender, and i1
loan 8mou';~' of A39G.OoO.OO end maturing Oh February 1, 2006. .
Date Receive t
DEe 1 9 2008
DRI"'ll R.~'t:lI01g
.O"''\I'''I.O.'''O'T",..
ORI.-=J.X.x.tmoQO""l6DDO,~~Z~~OZOOltSlll Of... ..
Original Submittal
- 1 ;IDe 8ont.". 1>1'1'_ml. I~.. S'I. Cloud. MtJ C
1001U.IIoM
P_O.t
02/04/1994 01:41
BRING RECVC,L""G
541,_~9894
S". Sums AdlJcr:\C.d, All sum; advanced and expense! Incurred by lendsr' under the t6rrr:~~ of this Securlty
Instrument.
4, PAYMENTS. . Grantor agrees th.e.t till peymGnt5 under the SecurQd Debte will be paid when due and in
accordance with the term9. of the Secured Dobts lltr'\cl this SI!C"urlty"lnettument.
5. WARRANTY OF TliLE. Grantor WBrrents that GtlmtQr i8 or will be lawfully seized of the estete co"veye~ b.y
thIs Security 1f1!ltrument and halO the right to irrevocably grant. convoy and sell the Property to irustee, in Trust,
with power of sole, Gral"l1or al80 warrants that the P.roparty i$ unencumbered, except for encumbrances of
record.
. 6. PRIOFf SECURITY INTERESTS. With regard to BrtY other mortgage. deed of trust, !ull:udt-! agr"'~ment or otner
lien document that cr.et\fd a prior security intereStt or encumbraht::9 on the Property, Grantot agrees:
A. To maK. all payments. when due and to ~urform or comply with all eovanll"n't&.
B. To promptly deliver 'to Lend9r eany notlce,5 that Gran'tor receives from the holc1~r.
C. Not to allow aft'(:1J'lodification or e~f(ln$ion ttf, oor tD request any future adv~nc98 under any note or
agreement ucured bV the !ten document without Lender's prior written consent. .
7. CLAIMS AGAII\SST TITLE. Grantor will pay fin taxes. aSa988mants, lians, ene:umbranc9Jj,., luase pl!lymenb,
ground renh, utilities, and other cherg-es re~ating to ths Property when duo. lender may require Grentor to
provide to lender copies of all notices t"at su'ch amounte are due Bnd the receipt; evidencing Grantor'.9 payment.
Grllntor will defend title to the PropertY lll:Jain:t any claims that would imp,air thlll lien of this Securitv Instrument,
Grantor .groDs to e.nign to lender, as requested bv Lender, any rights. claims or defense.!. G.rantor may have
ag2l1not partie, who supply labor or mlltori81& to maintain or improvo th. Property. "
B. DUE ON SALE. lend., mav. at ita option. declare the entire balance of the Secured ~abts to be immediatelv
due and payable upon the creation of, or eon'tfaet for the creBtion of..o trantfo.r or 8ale of the Property. This; ,ignt
if> subject to the restrictions Impo!ted bV fedoral law governins 'he pr.emptlon af state due-on~sale law$, as
applicable. I ' .
9. 'rRANSFER OF AN INTEREST IN THE GRANTOR. If Grantor i$lIn entity other the" 9 nl'!lturllll'~lIr5cm l&~ch as a
co~otatlCJ,n or o'ther organizatIonl. lender may demand immediate PDvm.nt If:
A. A beneficial inter""t In Grantor is ~old or traneferred.
B. There it a chehge in either the identity or number of membeHI. of a partnership ot similar en~lty,
C. Thera Is a c"enge in ownerShip of more than 25 percent of tho voting stoclt of a ~orpolation Or slmUar
entity.
How9ver. lender mev not demend'pevment in the sbove situations if It 19 prohibited bV law as of ths date of this
Security ln~trume"t. ' ' , '
10, WARR:ANTIES AND REPRESENTATIONS. Grtllntor makes to Lender the following:: warranties and
represent9tions whlc~ will continue ae long es this Security Instrument is In .ffect:" " : ":' .
A. Pow.r. Gr8n~or is duly organized, end validly existing and Ih good standing in aI, j\.ri,,'dictions in which
Grar'ltor Ol:l9retea. Grantor heu. the power tlIhd authority to enter Inta this transection and to 1;8rrv on Grrmtor.s
business or activity 89: it ia now being conducted and. liS applicable, i, qualified to do 50 In each jurisdiction in
which Granior operate,. '
B. Authority. The o!(ucutlon. delivery and p'erlofmanc9 of thi, Security Int>trument and' the obligation evidenced
bV thle Security Instrument are wIthin Grentor'5 powers, havo boen duly authoriz.d. h!,~e received ell
!'tGC9BBElry gDvernmental approval. will not violate I!Inv provi,ion of IIIW, or order of court or govarnme'ntttl
bgency, Bnd will hot viofate anv agreement to which Gr"nto:r is II party or to which Gran'tor is or BOY of
Gr4ntor'a proporty la subject.
C. Name and Pfec~ of Business. Other th~h previo\.ls.ly dit>closad In writing to lsnder, Grantor hu not changed
Grentor'5 name or principIII place of business within the last 10 veBrs and has not used anv othsr trade or
fictitiou5 name. Wnhout lender's- pril)f written content. Grantor doe,&; nttt and will not U3e any other nacne ana
will pru8rve Grantor'. existing natTIe, trade nemes ."nd frsnchis:e., '
'1. PA-OPERTY CONDITION. ALTERATIONS AND INSPECTION. Grantor will keep the Property in good condition
and make ell repoirs that Bre reasonably necoBeary. Grantor will not commit or allow snv wute, ImpaIrment. or
detorioratlon of the Property. Gruntor wflr k.(IISP the Property free of noxious weeds Bnd gr8"8$. Grantor agree$
thot the nature of the OCCUpancy Bnd use will not sUbs:tantlally cn8nge without lendor' $ prior written consent.
Grentor will not permit e.ny eh"ngB in Bny licenae, restrictive covenant or olllsenient wi'thout lender's prior writtttn
consent. Gr&ntor, will notify Lender of ell dClmands, proceodlnge., cI8im~. iJhd actions 8gGin~t Grentor. Bnd of snv
108& or dllmege to the Property. '
No portion of the Property will be removod. demolishod l?r msterielly IIftered without lander's prior writteh
con&lJnt except that Grantor naG the right to"fBmOVe items 0' personal property compriSing l!I part of the Property
lhtlt become warn or obaolfl'te, provided that such pere.onor property ;s replllced with other personal property at
least oqual in velu9 to tre:reDleeed per90nel property, froi!l from anv title ret~ntlon device. s.eurity agreement or
otnt!r encumbranell, Such replacement Oof personal property will be deemed 8ubject to the security interest
created by this Sec:urlty'lnstrument, GrBntOf will not partition or aubdivide the Property without landers prior
wrinen con$l~nt,
lltllder or Lcsnd.r', lJDanu mcry. at L8nd~r', option. &nt.,r thlll Prop.rtv at sny roo~on9blEs 1im" 10r the- PUrP08Eo ot
inspecting the Prop_rty, lender will give GrontQrnolice ot the time of or b.fore en in'peetlon spocifylng 0
reasollllble purpo,sc: 10r mE! i"'''p.~tion. An., Inspection ot the Property wIll be entirely tor Lander.s ben.flt "nd
Grantor will in'no wav rely on'Lender's ln9pecticrt.
6R.INGAltCyel"'O
O<ooen o..d 01 'l'Nst
O$l/4XXXr:t-npOO442ll0DOOJl4502.C01 11101 v
.19~1I Bllnk.r"g~.,"" 'nc,,!I, C16l1d. M"i C
rn;c;alell::f:..
Pagel
PtlGE 0"
Date Received:
DEe 1 9 2008
Original Submittal
'AUTHORITY TO ~ERFORM. If Grantor fails: to perform Ilony cJ:utv or a.ny of the CO'JQnllnt6 c;ontainod in this
:eeuriw Instrument, Lander may. without notice. perform or caus:a them to be JJsrformnd. Grentor appoints.
. ;nder tiS attorney in tact to sign Gre.ntc.7'.s namo or pay Bny amount nece,sary for performance. Lan.de.";; tight to
";..:orm 101 Grbntor will not cre.!ltB 3n obligation to perform. ~hd Lende,'c feiluf8 to parform will no: preclude
.endsr from 8xer~L"ing eny of lender's other rights under the law or this Security InstTumlmt. If any construction
;:'0 the Property is Ji!locontinue.cf or not carrierj on in II rOll$ont\blllo mannOr, Lender moy take ell steps ne.cessary to
(:'rotect Lender's. securitY interest in the PrODorty, including compl$tlon of the construction.
13. DEFAUI~T. Grontor will be in dehult If any of the following occur~
A, Paymrmb. Grcntor tDlls to make 8 psyment In ,full when due.. ,Il-
B, In~olvlllney. Gr~ntQr m8kas an ~85lgnm9nt for the benefit of creditors or becomes Insolvent, eIther boc~u:ll'l
Grantor's lisbilitie& exceed Grantor'~ as.s.ets or Grl!lMtor is: uneble to poy GrlJn,tor's debb ~$ they become due.
C. ~Ual"e58 Termination, Gre.ntor merges, dis.:.oIv4.. r.or9~nlz.s, gncl& Its bIJ&lness or 9xil>t~meG. or tl partner
or majority owner dies or is declsred legellv ineompete:nt.
D. Failure to Petfortri':" GnlOtor f~lls fo perform any condition or to keep any promi!le or covenant of this
S~curity Instrumeot.
E. Other Documents. A default oecllrs under the terms of any other trens8ction docurn'ent.
F. Other Agf@eml!nb. Grantor is in dofault Oh any other debt or agreement Grantor has with lender.
G~ MI3r9~r83ehtDtlon. Grantor rnBk.es any velbal or written stetemont or prOVides any financial information thb.t
is untrue. Inaccurate. or conceals a l"I'1aterjQI fact at the time it is made or provided.
H, Judgment. Grari10r flJils. to eetisfv or appeellllny judgtn9nt lll;lalnat Grcntor.
I. Forf9iturB. The Property is used if'1 a monhll;r or for 01 PUrP058 that threatens confiscation by a legal euthorlty.
J, Heme ChDngB. Grantor changes Gren'tor'&" nllltn9 or assumeD, an additional namilll wIthout notlfyinsLender
bftfore meklng such B change, .
K. Property Tnuurfer. Grantor transfers all or. lub$t,mtlal ~Ilrt Qf GrBntt;)r's money or property. thie condition
of default, 8S it rellltes to the tranlifer of the PrOJ:lerty". Is l!lIubJact to the rS!ltrictions contained in the DUE ON
SALE sBction.
L. Proporty VrsllJe. The"IIel~e of the Property dCGlinos or i& impairfJd.
M. Mllterlel Chang~. Without tirtt notifying Lander, there is a. matonul change ill Grantor's bus-inns, inctuding
owner!lhip, management, and fini!,"c:l~1 conditlona. A :I"'I:'~
N.ln30ocurlty. lender reosonably believes tha~""~~~"cvre.. '
14. IlI;MI;DU::S. Lendar may uso .eny end aU r"'~die5 lender hes und",r ~t6te Qr feder611e.w or in ony in$Ctrument
evidencing or pertai..,ing to the Secured Debts. Including, without limitation. the Dowor to sell tho PropertY. AnV
"mounts advenced on Grllntor's behllH wilt be Immediately due enQ' mQy be added to the balanee owing- under the
Socured Debts, lender roay make a claim for "ny and all inaurBnce benefits or refunds that may be available on
GrlllntQr'S defaul1:. . .1 . , I '
Sublsct to IInV right to cure, required time ach.edulea or other notice rights Grantor may t!.aV'9 uoder federal snd
$tilte law. Lender may mete all or llny part of the amOUr'lt owing by the terms of 1ha Secured Dabts immediately
du" end foreclose this Security Instrumen1 in B menner providod by law upon the occurrence of B default or
anytIme theroofter,
If there is II deftlult. TrUstee wilt in addition to 4hV other permitte~ remedy, at the rtlquest of thu lender, advertise
end sell tho Property 1111 8 whole or in $!ptsrate parcels at public euetion to th", highest bidder for cash and convey
absolute title free and clear of all right, title ~nd il\tere:st of Grantor at such time Bnd pls.ce B90 Trustee designates.
Trustee will give notice of Sollie Int:;ludlnlJ the time, terms tlInd place of gale Iilnd 6 de!lc:riPtion of the Propeny to be
sold liS. required bV the applicable law In affect at the time of the proposed 88le. .
Upon ge.le of the Prop.rty i!nd to the extent t'lot prohibited by low, Tru~tee will milk!! ond deliver" deed to the
Property ,old "",hich cor""9V!l absolute title to tho purchas-er, end after first paying all feffs. chargee and coau. will
pay to Lender ItII1 mono.'f8 Cidvenced for rePllirs. ta_s&;. insurance, liens. 8$$es.s.ments and prior encumbrances and
interlilgt thereon, and th" principal iJnd intere~t on the Secured Debu, paying the surplus. If any. to Grantor.
Ltlnder may purch8,e 'he Property: The'recital, in any deed of conlleVBllce will be primll facie evidence of the
f~ets set forth therein. ' ,
All remedies ere distinct, cumulative and not axch..I:tive. and the lender Is entitled to' 1111 remodies prollidod a11aw
or equitV, whether Dr not expresaly set forth. The acceptance by Lender of any aurn In payment or partiel
payment on the 5ecurIJd Debts after the b"rllnco 1/1 due or is. acceleratad or after foreclo~ure proceedings aro filed
will not constitute a wBlver of Lender's right to require complete cllre 01 Bny ex:isting defeult. BV choosing Z1ny
one or more of these remedies Lender doss not gllle up Lender's right to U8e lIny ~thar remedv. lender doe$ not
'NaivliJ" d.hult if Lender choosss not to use 8. r8mody. By electing not to uu' any romody. lender does not waive
.Lender's right to latsr consider the et,tent a default and to use any remedies if the default continuo6 or hap pans
"90111.
15. !:OLLECTlON EXpeNSES AND ATTORNEYS' FEES. On or af10r Dofault. to the C1J:teot parmitt~d by h"w.
Grantor lll;lrelJs to pay ell expenDeD of collection, enfon;::ement or protection of Lander' 5 rlghts and remedies Under
thi$ Security Instrumc:mt. Gr~ntor egrQl!ts: 10 pay expenr:es for Lenci.r to Inspect Bnd pre5erv~ tn.: Prcpar1y Clod for
any rel:ordeltlot1 costa of felea1>in9 the Property from thle Security InlLtru'meortt. Expenses Include. Dut are not
lilnit"d..tc,' ",horneys' fees, c;our't c03ta end other r~1101 OA"pBnse8. These expens.es are due and peyeble
ill1mcdJdtaly. If not peld lmrnetllutaly. these exPonses will bear interest from_ the date of peyment until p~dd In full
lilt t~s highes.t il"tturut rate in effect ~:s provldlJd for in the tllrma of thg Secured Debts. To the extant permitted
by th., U"ltcd Statea Benlc.ruptcy Code, Grantor 09r896 to pay ~he ree.sonoblllll attorneys' fees l,nd"r Incura to
collect the Secur(!d Dabt, as 8werdltd by any court exercising Jurisdiction under the 8~~kruPtcv Code,
Date Received:
DEe 1 9 2008
llllllJG R."~"II~,,
OI"llOn O_wdO' YlUlIl:
Of\'4:w:x~uII\POOuZ800tlO3241l0200'\ ~ 801 Y
. uloa Btnk_ SvaMU, If\e" '3t. ';:fuucl. MJJ e
""0. 1!l9riginal Submittpl
>~.,'
02/04/1994 01:41
541,
,894
BRING RECVC,- ,.G
i6. ENVIRONMENTAL LAWS AND HAZARDOUS SUBSTANCES. Aa used in this 9OctiGn. {11 EnvironmBnt2lllaw
;nean!l. without limitation. tho ..:om~r(:hen,lve Environmental RlJsponse, Compenaatldn lInd Ul:Ibility Ac;t
lCERCLA1, ell other federal. state r1~d local laws. flllgullltlon&. ordinances. court orden, "ttorney g8n.,,,1 opinIons
or InterpretIve letteur. concerning the: public t11!!llth. SQfe:tv, welfare, i1Jl1v[rol1ment or II hlllarO:Jl"u; substClncl?; !>nc (21
Hazardous Substance means any 1oxh::. radloactlvB or h9zardOUB materiel, waste, pollute;,.t or contDminent which
htnl characteristics which render the $ubs:'tanc::v dllngsrouB or potentlally dangerou3 to the public health. safety.
welfbfe Of environment: The term includes, without limitation. lInY sob&ta~l:;B8 defined Oto "I-IuardOU$ materIel."
"toxic 8ubBtance." "hazardous wBste," "hazardous substlll"lce," Dr "reglJlated substance" under any Envlronmenbl
Law.
Grantor reprosent.!l, worrants !lin~ ograell thillt~ .J~
A. Exc.pt tiS provlou;'y disclosed al1d acknowledged in writing to LendBr. no Hazardou~ .Substance hes been.
i$. or will be IOl:;Dted. transported, manuf&l;tur.d. trseted. refIned, or handled by any person on, under or about
the Property. except in the ordinary courSe of busIness and in strict compliance with all l'l:pplicable
Environmontal LlIw. "
B, Except i'I.9 pr9\1tnu~l~ disclosed and ackrlowledgecl in writing to Lend.r. Grllntor hUB not and will not caUUB,
contribute to, or permit th:o rulease of any Hanrdous Substonee on the Property:
C. Grantor will itnmed.lllte1v notify Lender if (1) a r.leo,se or threatened release o~ Hazardou, Sub13t8f1ce OCCUf"
on; under or .about the Property .or migrates or threatehs to m1gnJte from nesrby property; or 121 there i$; e
violaticm of Gny Envlronmentellaw cancernihg ths Propertv. In such en eveot, Grantor will talr.e "II necessary
remedial action in accordance with EnvirDnmontallaw.
D_ E~CBpt DJ1 previoll$ly diselo".d and Elcltnowledged in writing to Lender, Grantor has nO knowledge of Of
rea,on to: believe 1h.re Is any pending or threa1ened investigation, claim, or proce:edin" of lIny kind releting 10
111 Bny Hazardous Substance loceted 011. ",ndltr or aboLrt the Property; or (2t any violation by Grantor or OIly
tenant ofeny Environmental law. G~antor will immedilltelv notify Lender in writing 8$ .soon DS Grontor has
r6'i!lIlIon 10 believe there is C1ny such pending or thrceten:od invelltlga~lon. claim, or proceadinQl. In such an BV.9nt,
Lender has the right, but not the obljBetiOrl, to ~r11c1pate In env such procoeding including the rIght to recei...e
copies of Qny docurnehts relatIng to such proe..ding".
Eo Except 0$ previously dlacrosed Blld IIcknowledged in writing to lender, Grantor l:Ind every tenant have been,
are and .will remain in f\lll cornpllsnca with any e.pplil:;ebls Environmental Law.
F. Except as previouslv disclosed snd actnowlodged In writing to Lender. there 8ro no undCllrground storage
hsnka. private dump$. or op'iln wella located on or under" the Property 'end no s.uch tenk. dump or well will be
added unle.!l5 Lender first l:;DnS9nta in writing.
G. Grontor will regularly inspect tho Propltt'ty, monitor the activities and operations on the Property. and
confirm that all permits, licenses or approvaf9 required by any lIppllcable Environmental Law are. obt&inad and
complied with. .
H. Grantor will permit, or eauu .any tenant to permit. Londuf of lender's agent to enter 'and inspect the
Property and revi,w all records at any reesonabht time 10 determine In the eKiS'tence. location .and nature of
any I-fazordous St.lbat.ahca on, under or about the Property; (21 the existenc., location; n~ture, and magniTude
of any HBzerdou, 5ubetoncB that hBls been ralBiJS8d on. under or about tho Property; or 131 whether or not
GnlRtor and any ten8nt are In compliance with applicable Environm~nt41 Law. ..
I. VpOI'\ Lef\d~r'. reQuest snd 8t any time. Grantor agreos, 8t Grantor's expEu,se, to ehQage OJ qualified
environmental engineer to prepare en environmental audit of the Propc:tty and to submit the results of r;:uch
Qudit to lendar. The ehoil:;EJ of the B'wironm.ntol engineer wllo will perlarm such eudit i, subject to Londer',s
approvol. .
J. lender has the right; but not tha obliga.tiDfl. to perlo~ any of Grantor's obligations under thi.9 ,ection I!lt
Grantor:! expense. . .
k. As e consequence: of any breech of onv representation. wlIrrl!ntV or promise made in this !>a'ctlon. (1)
Gr~ntor will indBffinify and hold lendot and Lender's SUCCe&$or~ or B.9Srgn$ harmloss frgm a.~d ..gain,t all
loss9s, claims, demand8. liebifities. damages. cleenU'p. r8li~On&e and remediatiQh coste. psnaltiB8 qnd ~xpense$.
includir,g without limitation all COste aT litig~tion Dnd ilIttornsys' fees, which lender and Lander's successora or
a,aigns, may 8ustaln; and f21at Lender's discrll!ttion. lander mey release. thiG Security Instrument and it'1 return
Grantor will provide lander with collateral of at least equar valuo to the Property secur~ by this Security
InstTumont wlthou.t prejudice to any of Lender's rights under thi,s Security Instrument.
L. Notwithstanding Dny of the '.8I1guag. contained in this Security Instrument to the contrilry. the terms. of this.
$ltctlon will !lurvive any foreclosure or satisfaction of this SecurIty Instrument regardless of any pfI!l!lBgl! of title
to lltnder or eny disPol>ltion by le~dD'r of any or ell of tho. Property. Any cl~irn.s C1nd defenses to the contr6ry
are hereby waived.
17~ CONDEMNATION, Grantor will give lender prornpt notice of Bny pending or threatened 81:;tion by private or
publll:; enthies to purchi!llse or take Dny.,o, ell of the Propertv tl-lroug:h eondomnation. eminer'lt domoih. or any otl-ler
mo<tlne, Grentor llutharlze8lender to Intervene in Grantor's name in any of the above described IlctioM C1r claims.
Gn:"ntor assign' to L~ndlJr the procet:ds of sny awerct or claIm for damages connocted with e condemnation or
other taklryg of alf .or.any pllrt of the Propl:Jrty.. ~ucn proceeds will be considerod Doymanta ilnd \'Viii be applied as
provided in. this Security Instrument. Thi5 1!lt1&lgnment of proc:oed:; Ie eubject to the 'tt'rnUii O'f ony prior mortg&ge.
d9&d of trus.t. $C1curlty agreement or other lien document. . .
'8. INS~RANCE.' Granior a~r..s to k.sap the. PrOP9'rty Insured flgainc.t t:h9 rIsks re9!l-on9bly Mlioclated with the
Property. Grantor will Mbintaln this ins.urene.:ln the amounts landor requirBlJ. This in$urftnc~ "",iII/alit until tfl.
Property 18 releBsed from 'this Security Instr:Ument. Grantor may choose tho in&ur;,nce compeny. $ubject to
Lender's approvltl. which wilt not bo unreasonably withheld.
SRINGR"rcu"Q
O"II.~ D-d 01 r",...
ORI"\Xl(::(Xl.~pOO4,42.(J00003U'D%0011 '0'"1
. 1;95 BB~k~" sr"'."'.' mil., fit. C1Du6. MN C
lnlt'.lo.!i-.
$01111."
,:;GE 11
Date Received:
DEe 1 9 2008
Original Submittal
~LI~q/l~~4 ~l:al
!:JK1Nl::l Kt:,.I,...Yl.-Ll"'1\.;;!
::41fLb':1tl'j4
. All il'ls~re"ce pOlicies end. renewals will !ncluds " stlllndard "n;ortge.g(t cl!Jus.e" ~ntf, wl1e"re BPpllc1Jble. "loss peyee
c!9U!le." If required by Lender, Grantor egrees to malntZlln comprohtlnsive geneTllI1 liability jns~r8n~5~ end renhl 109s
or busIness Interruption InBuranCB In amounts "nd under polleil!ls I!Iceeptllble to L.ender. Th,~ comprehenalv8
o9nQral lIabllltv l"sur!!nc., most name lender a.s IIn addItional in&ur.d, Th. T4ntallou or business interruption
In!lUrbnct:: mu~t be in din amount oqual to ot fecst eoveroge of ono yoe.r's debt llervicB, Qnd required IJllcrO\N
account depo~its fif agreed. to sepftrately in writing.1
Grantor will give lender and the in,ur&nco company immediate notice of eny los~, All ins\.lre.nce proceeds will be
applied to res.torBtiol'l or repair of the PropertY or to the Sscur&d Debts, at Lellder's ootion. If Lenc:lar aCQuires the
Property in dQml1ged C:C1ndition. Gr~ntor' & right:s to eny InliUr21ne:e pollclell. and proeood~ will DaS:l> to lendl!!r to the
extent of tne Secured Debts. '.It
Gra,ntor wi1l immediotelt'notify Lender of ~t1cellatlon or termln~tlon of InBuronc:e. If Grb.titor foila to kee:p the
PrQPol"'tv insurod lunder, may obtain insurance to protect Lendlu\s interest In the Property, ThIs Insurance rnay
ineludo covorll996 not originally required of Granttlr. may be written by liS company other than one Grantor wDuld
choo~e. end m3Y be wrlt~~n ot a higher rata than Grantor could obtain if Grantor purchesed the insurance.
'9. ESCROW FOR TAXES AND INSURANCE. As provided In " separate agreement. Grantor agrees to piW to'
lender funds for taxes and in$urllnce in escrow.
20. CO-SIGNERS. It Grantor signs thilS Security Instrument but does not s.ign the Secured Debts. Grllntor does so
only to convey Grentor'~ interest in the Prol)erty to socure payment of the Secured Debts. and Grantor d09S not"
agree to bD pet&onallv liable on the Secured Debts.. If this Security Instrument SeCures a gUo!:lranty betwe,en Lender
and Grantor. Grantor agr99S to waive Bny rights thot may prevent Lendor from bringing any ~cti()n or claim aga:inst
Grantor or any party Indebted under the obligation. These rights moy include. but ars not limited tc. &nv anti~
deficiency or ona-actlon laws. '
21. SUCCESSOR TRUSiEE. Lender, at Lender's option, may frorn time to time remove Trustee and appoint a
succe5S0r wlthoLrt any other. tOffT'eli1y than the dosigmstion in writing. The 5uc:c:e56or trustee, without
con\Ieyance of the PropertY, will succeed 'to ell 'the title. power end duties conferred upon Trustee by thi$ Security
Instrument and applicable law.
22. WAIVERS" I:.:ccept to the extont prohibited by law, G,rentor waives ell appraisement Bnd homestead
I:lxempt!or; rights relating to the Property:
23, APPUCABLE LAW. This Security Inatrutr'lent is governed by the laws of Oregan. except to the extent
otherwise. required by the laws of the Jurisdiction where the Property is loeated. IIhd tho ':Jnlted Sti!lt9& of Am8r1c~.
24. JOINT AND fNDIVIOUAL LIABluTV AND SUCCESSORS. EilIch Grantor's obligations under this Security
lI"strument are IndopondeNt of the obligations of any other Grel\tor. lender mav sUe each Grantor Individually or
togather with ~nv other Gnmtor. Lender may release any Dltn of the PtOPlIrty and Grantor will stili be obligated
under this Security In$trument for the remaIning Property. The dutics and bencflt5 of thl3 Socurltv Instrument will
bind ",od benefit the S:UC:C8D8ors and assigll!J of Lender and Grantor.
2.5. AMENDMENT, )NTEGRATION AND SEVERABILITY. Thi5- S.c~rity 1118tr\.lment 'may lnot be amended or
modified by oral egreorn"nt. No IlImendmClflt or mOQiiieetion of thlD Soc:urlty Ingtrument is' effective unle~!Il msde
in writing and OJutl:llted by Grsntor and Lender. This S9CUrlty Instrument is the" complete and final expres$ion of
the egrecrn.nt, If tiny provlaion of Uti!:. See:urity Instrument is unenforceable, then the untnforeOablg prCJIIlsion will
be $everod and the remaining provisions will atm be enforceable.
26.INTERPRETA.TION: Whenever ul'Ied. the !J1t1gular rnetudes the; plural and the plural include, the singultlr. The
section he~dlng9 are for conveniance only end are not to be usod to Intorpret or define the terms of this Security
Inlitrument. "
27. NOTICE. FINANCIAL REPORTS AND AP"DITIONAl DOCUMEI\rrS. Unless otherwise rtlCluir"d by IllW. any
tlotlca _111 be given by dolivering it or mailillg it by first claDS mall to the apprDpriate party'S; addro$!; listed In the
DATE AND PARTIES ~ection. or to any other address dosignated In writing, Notice tG ontt pbrtv will be d89med to
be notice to all parties. Grantor wilr illform Londor in writing of any change in Gr3ntor', ""me. address or ot"ar
application information. Grentor will provide Lander any financial stat&n-:ents or InformatIon Lender reque~ts. All
financilll $t"tumenta and InfQrm"-tion Grantor gives Lender will be correct a.nd complete. Grantor 8grees to sign.
dGliver. 1!nd file any ttdditional documents or cortificilltlona that Lender mey eaMider nec:a5S0rv to perfect.
contInue, end presorvt Grontor's obligations under this Secl.lritV Instrument 2lnd to c:onflrm.Leflder', lien s1etU$ on
any Property. Time is of the e!lsence.
SIGP-.lA TURES. BV signing,. Grantor agrees to the terms and co\l'enan1:9 c::ontoined in thi~ S~eutitv Instrumant.
Grantor also ecknowl.,dges racaipt of a CODY 01 this Security In!tuumen!.
GRA.NTOR:
BRING Rec:ycling
;5.,- /(41<-,<---
BII! Klupen~,Pr~d.nt
< ~""'M"l\~,..J~
NGncv H"r~e;,. Secr.tl5irv
.,,;~j:')
Sf\I"'C.)h~~OIl~lI
O'.lIDnO.."OIT....,
Ot\IC.XXXhJl"004"2DOOO03246020011801 'f
. Hl9tl !l.nl.'I~SYJt."",ll\e". 9t. (::"ud.MlII C
\,.01...... .1Z6.
P8g8 ~
,;..t\.;lt:., .LL
Date Receiveu:
DEe 1 9 2008
Original Submittal
"
~/B4/19g4 01:41,
BRING RECYCL."jG
541i~,",~B94
l.ENDER:
Siuslrllvv Vadley Benl; Eugene Branch
Jeff Guslnow, Vice Prc:Jidcnt
AC~NOWLED(3MENT.
(BU. sin.... or Entltv. : ___' /
<;/-:r! OF 4-/<""7 rCd"", -/'- OF?-<- -"711
T~jS~n5trumentwB9~wledgedb"foteme'1tril ---.2...../ deyof --.:"--._ ..-~., I . ~OO'/ by
8i11' Klupenger "nto...., _ ,<, . "_'~~, '. _~8tarv of BRING Recvcling. J
fIo..f. .la~~ ...#
-~=~'
'...",.~....lIlRI_ltllll Public)
(Lender Acknowle:dgm.n'tl
OF
OF
...
Thil> insttument we. 8cknowlfldgad before m. this day t)f
Jeff Gusinow lU Vice Ilresldent of Siu."lielw Villley 8s.,k Eugene Bral'1ch. .
My commission expire,:
(Noterv Pubfiel
,REQUEST FOR RECONVEYANCE
I '
("'lot to be completed \In.tll pGld in" full)
TO TRUSTEE:
,
.-The undersigned is thtf holder of the not~ or notes securecf by this Securltv Instrument. Said note or notes,
together with 811 other Indebtedness lec'ured bV this Security Instrument, haveboen ".old In full. You fire her-:by
directed tl) cancel thl9 Seeurity Instrument, which is delivered hereby, and to' rel;otJ\rBV. without warrentV. till 'the
estato now held by you Uhdor this Secllr:ty Instrument to the perr.on or penooa legally entitled there'to.
, , ,
......................,.....................................
(Authorized Lender Signature)
10.t.,
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PAGE 13
by
Date Received:
DEe 1 9 2008
Original Submittal
.(
BRING RECYCLING
Phase 2
Storm Drain Study
DECEMBER 2, 2008
"ate Roeelved:
DEe t 9 2008
BALZH [S ER & Hu B BARD ENG [N EER~r1glnaISUbmjttal
,'vlechanical . Electrical. Civil. Transportation. Surveying
100 West 1 :Ill Avenue, EugE.'I1f', OreglHI ()7..:/(ll .1'.0. Kll\ lllJ47. Eugcllt', Oregon lJ7"1,l(l
I'hone: C'-III hKlJ-H-l78 . Fcl\: 1;;.11 i )-1,-.1.)0:1
\V\V\ v .bht'll~i Ileer~.( (1) I
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 Plan 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 1 OO-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 therefo're is located outside the Drinking Water
Protection Overlay District. The Soil Survey 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 vo.ithout,an under drain.
Date Received:
DEe 1 9 2008
~'-'rigin!'.:tl (::'lhmit+~1
~ BAi.ZHISfR & HUI\MIZI1 ENGINllRS
~~
PAGE 1
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 exist in and around
the project site during the 25-year design storm,
. All of the private storm drain facilities have the capacity 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 0,83 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.
Date Received:
DEe t 9 2008
Original Submittal
P:\2100-004,06\Civii\SO Study\rep iah 060609 SD Study,doc
'~ B,>\I.ZHISER & HI.IIII',;\RD E,\JGI,\JI.ERS
~~
PAGE 2
-
BALZHISER
& HUBBARD
Date Received: EN GIN E E RS
DEe 1 9 2008
Original Submittal
ApPENDlxA: STORMWA TER SCOPlNG SHEET
~~!U~/~uua ~~:~o rAA 041 jJ~ lU~l
CITY OF SPRINGFIELD ru
I4i 002
a;Pf1INOPlt:Ltl :'i-'-i:i:':'J:":':
~.~~-q~j,,--'
PUBLIC WORKS DEPARTMENT / Engineering Divisi,m
: '~jlb:~:.~1
,~
Phonc: (541) 726-3753
-
Fax: (541) 736,1021
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
)
~_M". (-1rea he/oJfl fhi,\' linefi((!!d out by ,AppLicaNt) ----~ I
(Please relurn 10 Matt Slouder@City a[Springfield Public Works Engineering; Fnx,# 736-1021, Phone# 736,1035.)
Project Name: f3R,}.;6, to'1d,~ Applicant: B~ta":rd' <k.}lthbNd~I~,q;._1
Assessors Parcel #: IfJy. (70334W I 19JO'~Wn,J.2'JWDate: '~~- /:2od3J V .
Land Use(s): ~ ~ :S"fc,e-~CI: ~Phone#: r.~J_' c::2~C.-8'128 I
Project Size (Acres): 2.'17' Fax #: '($7-( $1.15" -5~ I
Approx. Imp~rvious Area: 0,"'/ (/JJv;e 2 84.~;4) . Email: , -cd, Aot..,~~r.e.l.^~ I~'~'_'I
Project D~cr,ipt,ipn (Include a eopy of Assessor's map): , / II b I ;;', I d JJ
fk 2a -fir: 8RIJ.fit 1'?"'7<:.!.'<) c"".J:r. l..cW~ l./f1jr<AJt!_-b. (Q 7'>! '<.~ r...e 11>"'" 7'1:.
, ...k ,-t<~ ,,",~~.-J 6*7!pr<<~ b-.cJcr
Drainage Proposal (Public connection(s), discharge location(s), etc. Anach additional sh;et(s) ifnecessary; I /
JtJ ",,,,,t+' R,,,,, w&......J ~J..r '~OJ> f'.~A~ ....e eJk.1cJ &-11 ~ ""':0\.
.b...5-'1$. ""J Fn/ k ... qd,./.,j, sw..~ .J"Orj""'~ JlGuH....k. J.....I.....Wr\. '5 t/I... J
I.,f././r... .J.t"" f:'~ S".~ ~-hvl\. -Ji.e. ~\ ~7"~""" s..d" <VI ~ ~,t'..:.-r;
, r...d roJ f:J.~". A "..-"-4 /1>+ ~/,)"'J -Ie e.z.~f f)r~ ~ /,.JJ k.~k ..f;;,N'. .
Proposed Stormwater ~est Ma~eq1ent'Pra;F*es: I C(q~..f.~~ '\ =.1 t If"
rrf'v.afi> p~"'~ c.J...r,.{......<Ir.1\ 'l..J,q f.Z:: <1.<1'--..11 '" ~$'j1\.)- Rvvtorr oN 1""" "'~
' -lie ",...,;,J -H..J, p: ~_ ""./1 i,..." h, ..~ f./lw\-Lr ~W ~ ~ ~ ~I.i.,k.
:!i.J,le- ~ ,.d-"7f:.filY\- ~(" dl..'5 J-:>;I:-4m.c bJj/ lie ill....,) /fw.,W.orY [li;:;.14).
- (,4rea below ,his line filled out h~' 'hI) Cift, t(,ml llf!turned to the A.nolic(mt) __ JI,
(At a minimum, all boxes checked by the City an thefranl and bac* o[this sheet shall be :robmi"ed
lor an application to be completefor :;u.hmit/al, although oiller requirements may be necessary.)
Drainal'e Studv TVDe fEDSPM Section 4.03.2): (Note. DR mav be substituted for Rational Method\.
o Small Site Study - (use Rational Method fot calculations)
I2r Mid-Level Development Study:- (use Un;' ffydrograph Meth~d fo( calculations)
o Full Drainage Devclopment Study - (use Unit Hydrograph Methoa for calculations)
Environmental Considerations:
o Wellhead Zone; iJA
o Wetland/Riparian: ,.)A-
~Soil Type: r1,,~dr<, ,JrJ,A.. 1._1
Downmeam Analvsis:
0"N/A
o Flow line [or starting water surface elevation:
o Design HGL to use for startiog water surface elevation:
o Manhole/Junction to take analysis to;
o
o
I' 1n1l"'l 0
Hillside Development:
Floodway/Floodplain:
Other Jurisdictions:
,{A
Nt..
..Ii\-
H:C'tu Ion to Matt Stouder Ut) City of SI)rine:ficld. l;~mni1: mstoudc'-(OJci.:,,)rin!dicftl.ol".lls, FAX: (54J) 736" 1021
Date Received:
~evi5ed 1/1/09 Molly MarkCjrlCJn
DEe 1 9 2008
9 of 10
OriGInal Submittal
.....-......v !'.1.A "'~J. 1"0 .lu;::.l
Cl'l'Y' UF SPRINGFIELD
141,003
COMPLETE STUDY ITEMS I po,om",IU"O"ly" Is 'Zfl/08
k Based apon ehe informotion provided on/he/ran! of/hrs sheet, the/ot/owing represents a minimum a/whot -;:; needed/or On
application LO be complete for Sllbmilfalll.;th "'espec! 10 drainag~: nOH/eller, th;s list should "'-ot be used in lieu of/he. Springfield
Dew/opment Code (SDC) Or' the City 'j' Engineering Design MalUJ.cl. Comp/iunce wtrh lhese requirements does no! com,'ti/ute site
(JpprOl'ai: Acidwolla; .We specrJic InJormalfon may be req1Jlrea. /VelIe: Upon goping.shet!c s~bmittal, enSl,,.e C'ompleredjorrn has
b~en signed in the space provided below:
i
Interim Design StandardsfWater Qn,lity (EDSPM Chopter 3)
~N/A
~ 0 All non-building rooftop (N8R) impervious surfaces,:shall be pre-treated (~.gc multi-chambered catch basin w(oi!
filtration media) for storm water quality. Additionally, a minimum of 50% of the NBR impervious surface shall be
../ {reated by vegetated methods., "
p 0 Where required, vegetative storm water design shall b~ consi~tent withinteritn design standards (EDSPM Section 3.02),
~et forth by the Bureau of Environmontal Service, (BES) or Ckan Water Services (CWS).
D )LI for new NBR. imporvious area less than 15,000 square feel, a simplified design approaohm.y be followed as specified
by the BES for vegetative treatment.
~ 0 lfastorrnwatertreatment swale is propcsed, submit oalculationslspecificatlons for sizing, vclocity, flow, side slopes,
~ . bottom slope, and seed mix consistent with eitherBE~ or c.~S requirements. _
.tJ 0 Water Quality calculations as required in Section 3,03,) O(the EDSPM ,
o 0' All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, sh.lI
be provided with secondary containment Or weather r~sistant enclosure. .
General Study Requirements (EDSPIl1 Sectinn 4.03)
ff 0 Drainage' study prepared by a Professional Civil Engineer Ikcnsed in the State of Oregon,
0' 0 A complete drainage srudy, as required in EDSPM Section 4,03, i, including a hydrological StUdy map.
0"': 0 Calculations showing system capacity for a 2..year storm event and overf]ow effects ofa 25~ye:ar storm eVent.
0' 0 The time of concentr~tion (To) shall be determined using ala minute SLlrt time for developed basins.
ReYJew of Downstream System (EDSPI\1 Sedinn 4.03.4.C)
D [.;or:.. downstream drainage analysis as described in EDSPM Section 4,03.4.C. On-site drainag.shaU be governed by tIie
firegon Plumbing Specialty Code (OPSe). .'
o 0 Elevations of the HOl and flow lines for both city and private systems where applicable.
Design of Storm Systems (EDSPM Section 4.04)
2f 0 Flow lines, slopesl rim elevationsi pipe type and sizes clearly indicated on the plan set.
0' 0 Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain Concrete an,d plastic pipe materials,
or proper engineering caloulations shall be provided whon less. The cover shaH be sufficient ~o support an 80,000 Jb
.---...Joad without failure of the pipe structure.
D ~ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP, All storm pipes shall be designed to
achieve a minimum velocity of three (3) feet per seoond at 0.5 pipe full based on Table 4-1 as welL
OtherlMisc
IZf 0 Existing and proposed contours, located a.t one foot intervaL Illclud~ spot elevations and site grades showing how site
drains
JZr 0 Private stormwatcr easements shall be dBa.rlydepicted on plans when prjyatestormwa.l'er flows from one property to
another , .
o 0' DrywellS'shall not receive runoff from any surface wlo being treated by one or more BMPs, wirh the exception of
residential building roofs (EDSP Section 3,03.4.A). Additional provisions apply to this as required by the DEQ, Refer
to the website; wV"'W.rslJ:.9.!.;t;rtc.or-lJ..~/WgLground~'lIujchome'~.9!!l for more information..
0' 0 Detention ponds shall be designed {O limit runoff to pre,developmeO! rates for the 2 tJ1rough 25-year storm events
I ' ,~fil1F'ORT.4/\T: ENGINEER PI_EASE READ BELOW,4/VD SIGN! l . .
As the engineer of record, I nereby certify-rhe Iibove required items. are complet~-arid inc.:luded-;'hh the Submitted- storrU~lved.
and plan set. .
Signarure: Date: DEe 1 9 2008
*This[orm shall be fnc{u.(le(l"as all atta.chment, itlSiCfe tIJefrf!nt COver~ afthe stormwater stu((v
;\!
,'''I
....1
,
Original Submittal
Revised 1/1/08 Mo,Py Markarian
10 of 10
Date Received:
DEe 1 9 2008
Original Submittal
-
BALZH [SER.
& HUBBAR.D
ENGINEER.S
ApPENDIX B: POST-DEVElOPMENT DRAINAGE BASIN MAps AND
AREA CALCULA nONS
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SUBYl!TTAfl)r! II
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NOT FOR
CONSTRUCTION
-
BALZHISER
So:. HU~~,'IR[)
ENGINEERS
l0060JCJ.O_d_1
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SIT~ RJVIEW
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Date Received:
DEe t 9 2008
Original Submittpl
Conduit Statistics
Design Full Design, Diameter Max Flow Time to Peak Max Velocity Time of Peak IMax Max Water I Max Water Max diD
Name Storm Link Name Flow (f1^3Is, Velocity (ftls, (Height) , (ft^3Is, m^3/s) (hours) (ftls, m/s) Velocity FlowlDesign Depth (ft, m) ~ePth (ft, m) (depth/diarnele
m^3Is) m12) ft ds hr fUs (hours) Flow (fraction) ft r)
Swale1 WO Swale1 71,320 14460 2,000 0,150 8,050 0,680 8,050 10002 10,087 0,173 0,086
-Exfil WO Losses 0,000 10,000 1,000 0,120 8,267 0,560 8,267 0,000 0,074 0,000 0,037
Loss WO Losses 0,000 0,000 11000 0,120 8,267 0,560 8,267 0,000 0,074 0,000 0,037
~ondT op WO Overflow 262420 120,190 1,000 10,000 0,000 0,000 0,000 0,000 0,074 10000 10,000
RR Ditch WO I RRDitch 0,390 10,650 0,200 0,000 0,000 0,000 0,000 0,000 10,000 10000 0,000
Line 2 WO I Line 2 1,130 13190 0,670 0,140 8033 3,190 2,083 0,120 0,176 0,087 0,262
line 1 WQ I Line 1 1,130 3,190 ' 10,670 0,070 8,033 6,340 2,083 10,061 1'0112 10,176 0.262
Line 3 WQ ILine 3 11,140 13,230 10,670 0,150 8,067 5,670 12417 0,131 10173 10,074 0,258
'"
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Date Received:
DEe 1 9 2008
Original Submittal
12/01/081331:55
1/1
Conduit Statistics
Design Full Design Diameter Max Flow Time to PeaK. Max Velocity Time of Peak Max ' I Max Water Max Water. Max dID
Na~e Storm Link Name Flow (ft^3/s, Velocity (ft/s, (Height) (ft^3Is, m^3Is) , (hours) (ft/s, mls) Velocity 'FlowlDesign Depth (ft, m) Depth (ft, m) (depthldiamete
m^3/s) m/2) ft cfs hr ftls (hours) Flow (fraction) ft _ ft r)
Swale1 2-yr, 24 hr Swale1 71320, 4.460 2,000 0,680 7.~bl 12,~;W 0.700 0,010 10601 1,101 0550
Exfil 2-yr, 24 hr Losses 0,000 0,000 1000 0,180 10,150 ,10590 10,150 0,000 11,267 0,000 0,634
Loss 2~yr, 24 hr Losses 0,000 0,000 1,000 0,180 10,loU Wb90 10,150 0000 1,267 ' , 0,000 10,634
PondTop 2-yr, 24 hr Overflow 262.420 20,190 1,000 0,000 0,000 10,000 0,000 0000 1 ::'67 0,000 10,000
RR Ditch 2-yr, 24 hr RR Ditch 0,390 0,650 0,200 0,000 0000 0,000 0,000 0,000 0,000 0,000 0,000
Line 2 2-yr, 24 hr Line 2 1,130 3,190 0,670 0,650 8033 3,260 8,067 0,573 0,381 0,601 0,897
Line 1 2-yr, 24 hr Line 1 1,130 3,190 0,670 10,330 8,033 4,170 0,717 0,290 10,247 10,381 0,569
Line 3 2-yr, 24 hr Line 3 1,140 3,230 0,670 10,590 18000 2,370 16367 0,522 1.101 11,267 , 1,891
"
/
12/01/0813:31:51
Date Received:
DEe 1 9 2008
Original Submittal
1/1
Conduit Statistics
Design Full Design Diameter. Max Flow Time to Peak Max Velocity Time of Peak Max Max Water Max Water Max diD
Name Storm Link Name Flow (ft'3/s. Velocity (ft/s, (Height) (ft^3Is, m'3/s) (hours) (ftls, m/s) Velocity Flow/Design Depth (ft, m) Depth (ft, m) (depth/diamete
m'3Is) m/2) ft cis hr ft/s (hours) Flow (fraction) ft ft r)
Swale1 25-yr, 24 hr Swale1 171,320 4.460 2,000 0,910 8,033 12,200 0,500 0,013 1,289 1.789 0,895
Exfil 25-yr, 24 hr Losses 0,000 0,000 1,000 0,220 11,233 0,610 11.233 0,000 1,954 0,000 0,977
Loss 25-yr. 24 hr Losses 0,000 0,000 1,000, 0,220 11,233 0,610 11,233 0,000 11,954 0,000 10,977
I PondTop 25-yr, 24 hr I Overflow 262.420 20,190 1,000 0,000 0,000 0,000 0,000 0,000 11,954 10,000 0,000
I RR Ditch 25-yr, 24 hr I RR Ditch 0,390 0,650 10200 0000 0,000 0,000 0,000 0,000 o,on'rj 10000 0,000
ILine 2 25-yr, 24 hr I Line 2 1130 13,190 0,670 0,930 17,967 13,270 7,750 10,823 0803 1,289 1,924
ILine 1 25-yr, 24 hr I Line 1 1,130 13190 0,670 0.480 18,000 13.490 10500 10.424 0320 0,803 1,199
I Line 3 25-yr, 24 hr I Line 3 1.140 13,230 0,670 10,780 8,050 2,290 14.417 0,682 11,789 1,954 12,916
"
12/01/0813:31.41
v
Date Received:,
DEe 1 9 2008
,-
Original submittl"l
1/1
Measured Infiltration Rate=
Estimated Long Term Rate::::
Max Pond Storage Volume=
Depth to Groundwater=
9.25 inlhr,
46 in/hr
11,692 cuft
6,50 ft
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
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
Infiltration Rate Outflow
in/hr cis
4,60
4,60
4,60
4,60
4,60
0,12
0,13
0,16
O,19
0,22
Time
hours
,Infiltration Rate6
in/hr
0,00
4,00
8,00
12,00
16,00
Outflow
cfs
4,60
3,79
3,12
2,58
2,14
1. City of Springfield requires that a max long term ~ate of 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 the Soil NRCS Soil Survey for Lane County.
6 Decay rate is based on the Horton; Equation as oullin~d on page 540-542 of the xpstorm manual.
Outflow Volume
cuft
0,12
0,11
0,11
0,11
0,10
o
1,612
3.163
4.705
6,208
Date Received:
DEe 1 9 2008
Original Submittal
L:\4211 05\CivIlICD SD Calcslcalt jah 070502 Infiltration Pond Outflow,xls
SlS:J.1 NOflVY17J:lNI ::JXIGN3ddV
Si:J33NIQN3
Oi:JVggn Ii 1Y
i:J3SIHZW<;j
-
Date Received:
DEe t 9 2008
Original Submittal
November 21, 2008
Project No: 722-85.047-'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 excavated to
verify soil types and identify any constricting conditions,
, .
,
The infiltration tests were excavated using a Terramite T7 backhoe. shovel, and a standard four
inch hand auge'r. 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 approximatety 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 g'ravel, locally known as "bar run" that extended to the maximum depths'
explored, '
According to Oregon Water Resources Department Well Log Query the groundwater level for the
area isa minim'um of approximately 8 t6 10 feet below grade,
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,
Date Received:
DEe 1 9 2008
Original Submittal
Percolarion Test Results
Bring Recycling rnfiltr~tion
Project No,: 722-85047-1
November 2 i, 2008
Page 2
Table of Percolation Rate
Test
No.
Approximate Test
Location
Test Elevation
Visual Soil
Description
Measured
Percolation Rate
1
Infiltration Basin
(PT-4, PT-5; PT-6)
4' b.e.g.
Sandy Gravel
9 %" per hour
2
Permeable Pavement
(PT-1,.PT-2, PT-3)
1'1,' b.e.g.
Sand
6" per hour
Note;
1, No groundwater was encountered in the above listed location at the time the test
was conducted,
f' 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
Date Received:
DEe 1 9 2008
Original Submittal
-
BALZHISER
& HUBBARD
ENGINEERS
, Date Received:
I'
DEe 1 9 2008
Original Submittal
ApPENDIX D: VEGETATED SWALE FLOW CALCULATIONS
Qpeak = Peak flow rate, cfs .
1
55!
.
.
Height
5
.
.
d
T
.
w'
Diagram of Swale Variables Used in Spreadsheet
, User-Supplied Data
Variable Name
Side Slope 1 SS1
Side Slope 2 SS2
Swale Width W
Lengthwise Slope S
Peak Flow Rate Qpeak
5wale Height Height
Manning Coefficient n
Variable
Depth,
Cross-sectional Area
Wetted Perimeter
Hydraulic 'Radius
Computed .Peak
Flow Rate
Computed Peak
Velocity
IComputed Length
Computed Data
Name
d
A
WP
R
Qpkcalc
Vpkcalc
L
Unit
35S1;1
3 SS2;1
2 feet
0,005 feeUfoot
0,15 cis
3 feet
0.25
Unit
3,75 inches
0,92 sf
3,98 feet
0,23 feet
0,15 cis
0.16 fUsec
85.feet
1
552
Warning: Side slope:
Warning: Side slope:
IWarning: swale leng
Date Received:
DEe 1 9 2008
Original Submittal
-
BALZHISER
& HUBBARD
ENGINEERS
Date Received:
DEe 1 9 2008
Original Submittal
ApPENDIX E: FEMA FLOODPLAIN MApPING
CITY OF EUGENE
410122
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APPROXIMATE SCALE IN FEET
500 0 50U
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SPECIAL nouu I,AlARD AREAS INUNl),HED
BY lI)Q....YEAR FLOOD
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was extracted using F.MIT On-line. This map does not refiect change,;
or amendments which may have been made subsequent to the dale on the
title block. For the l<ltest product 'nform<ltion about Nation<ll Flood Inl>lIfancG
Program flood maps check the FEMA F:lood Map Slom at WVi.<W,rn';C,relfla,gov
'.
UNmVElOPW CO'\ST!\t HARRIERS
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410122
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500 0 5ilO
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NATIONAL FlDOO INSURANCE PROGRAM
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This is...n"official COllY. of a portion althe abo~ r<ifei<onced nood rnap 11
Wasextracted using f-MITOn-line, This map does not renecl changes
or amendments which may have been made sUbsequenl 10 the dare on the
litleblock. For the lillesl plOducl information about Nation"l Flood Insurance
Program nood maps check the FEMA Flood Map Sto""..t W\o\>W_m5c.fema,gov
FIRM
FLOOD INSURANCE RATE MAP
AREAS
ISe!; MAP INDE.X fOH PI\NEI.5 '.DI pr"NI~L:!
IM..liE~ P.u1El sumx
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MAP NUMBER
41039C1142 F
EFFECTIVE DATE:
JUNE 2,1999
Fednal Emergency Malla~CllLcnt .'\I':CII<:)'
-
BALZH1SER.
& HUBBAR.D
Date Received: 'ENGlNEER.S
. DEe 1 9 2008
Original SubmittFl
ApPENDIX F SOIL PROPERTIES DATA.
Depth to Water Table
"
0'
497460
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N
A
o
10 20
40
Meters
60
o
50
100
200
_-:-.;.:::1
300
Natural Resources
Conservation Service
Web Soil Survey 2.1
National Cooperative Soil Survey
11/30/2008
Page 1 of 3
Depth to Water Table-Lane County Area, Oregon
\
MAP LEGEND
Area,of Interest (ADI)
Area of Interest (AOI)
Soils
Soil Map Units
Soil Ratings
D 0,25
D 25,50
D 50-100
o 100-150
D 150-200
D >200
. Political Features
o Cities
Water Features
Oceans'
Streams and Canals
Transportation
+++ Rails
"'~~ Interstate Highways
0 US Routes
~.
IC Major Roads
5' 0
!!!. l\) ..v ,Local Roads
(J) C CD
c: ",
tT n :::0
3 -
lif (1)
<.0 (')
...... (1)
c:::> <'
c:::>
CO (1)
0..
V'iU,\
-~
Natural Resources
Conservation Service
Web Soil Survey 2.1
National Cooperative Soil Survey
MAP INFORMATION
Map Scale: 1:1,020 if printed on A size (8.5" x 11 ") sheet.
The soil surveys that comprise your AOI were mapped at1 :20,000.
Plea_5e rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: htlp:/fwebsoilsurvey.nrc5.usda.gov
Coordinate System: UTM Zone 10N NAD83
This product is generated from the USOA-NRCS certified data asol
the version date(s) listed below.
Soil Survey Area:
Survey Area Data:
Lane County Area, Oregon
Version 6, Dec 22, 2006
Date(s) aerial images were ,photographed: 7/18/2005
The orthophoto or other base map on which the sbillines were
compiled ~ind__ digitized.probably differsfrom th~ backgrouf!d
imagerj displayed on these maps. As a result, s~llle minor shifting
of map unit boundaries Illay be evident.
11/30/2008
Page 2 of 3
Depth ED Wafer TabJe~Lane C;;ounty Area, Oregon
Depth to Water Table
[. Depth to Water Tabte- Summary by Map Unit - Lane County Area, Oregon
I Map unit symbol I Map unit name
23 Camas-Urbi'm land
complex
27 Chehalis-Urban land
, complex
97
Rating (centimeters) Acres in AOI Percent of ADI
>200 0.4 11.9%
>200 2,9 86.8%
>200 0,0, 1.3%
3.3 100.0%
Newberg-Urban land
. complex
Totals for Area of Interest
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 representative value is used,
, Rating Options
Units of Measure: centimeters
Aggregation Method: Dominant Component
Component Percent Cutoff: None SpecIfied
Tie-break Rule: Lower
Interpret Nulls as Zero. No
Beginning Month' January
Ending Month: December ,
Date Received:
DEe 1 9 2008
Original Submittal
L':.;n.\
".~
Natural Resources
Conservation Service
Web Soil Survey 2.1
National Cooperative-Soil Surve-y
11/30/2008
Page 3 of 3
44"2'32" 0
r
o
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(Q
:i'
9!.
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497440
Map Scale: 1:1.020ilprintedonAsize(B.S"~ 11") sheet.
N
A
_...2Iers
60
o
10
20
40
o
200
-.!el
300
so
100
USDA Natural Resources
---,. Consen/ation Sen/ice
Web Soil Survey 2.1
National Cooperative Soli Survey
11/30f2DD8
Page 1 of 4
~
0
00
N
0 44"2'32
_0
.
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0
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a.
Hydrologic Soil Group-Lane County Area, Oregon
MAP LEGEND
Area of Interest (AOI)
Area of Interest (AGI)
Soils
Soil ~ap Units
Soil Ratings
D 'A
D 'AiD
C8JB
D BID
DC
Ifll]
CIO
D 0
Nol'fated or nol available
Political Feature!;
o Cities
Water Features
'Oceans
Streams and Canals
Transportation
+4+ Rails
,,""'....
Interstate Highways
US Roules
Major Roads
..... / Local Roads
~,~
Natural Resources
Conservation Service
MAP INFORMA nON
Map Scale: 1 :1 ,020 if printed on A size (8.5" x 11") shee!.
The soil surveys thai comprise your ADI were mapped at1 :~O.OOO;
Please rely on the bar scale on each map sheet for accurate Illap .
measurements.
Source of Map; Natural Resources Conservation Service
Web Soil Survey URL http://websoilsuNey.nrcs.usda.gov
Coordinate Systeril: UTM Zone 10N NADB3
This product is generated from the USDA-NRCS certified data as of
.the version date(s) listed below.
Soil Survey Area:
Survey Area Data:
Lane County Area, Oregon
Version 6, Dec 22, 2"006
Date(s) aerial images were photographed: 7/18/2005
The orthophoto or other base map on which the soil lines wel.e
compiledand~digitfzedprobab(y differs from lhe background
imagery displayed on these maps. As a result, some minor sllifting
of map unit boundaries may be evident.
Web Soil Survey 2.1
National Cooperative Soil Survey
(
11/30/2008
Page 2 01 4
Hydrologic' Soil Group-Lane County Area, Oregon
Hydrologic Soil Group
Hydrologic Soil Group- Summary by Map Unit - Lane County Area, Oregon
Map unit symbol Map unit name Rating
23 Camas-Urban land complex A
27 Chehalis-Urban.land complex B
97 Newberg-Urban land complex 8
. Totals for Area of Interest
Acres in AOI
Percent of AOI
04
2,9
00
3.3
11.9%
86.8%
1.3%
100.0%
Description
Hydrologic soil groups are based,on estimates of runoff potential. Soils are
assigne'd to one offour groups according to 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/q), 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
chiefly of soils having a layer that imp'edes the downward movement of water or
soiis of moderately fine texture or fine texture. These soils have a slow rate ofwate'r
transmission.
Group D, Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink-swell
potential, soils that have a high water:table, soils that have a claypan 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 hydroiogic group (AID, BID, or CID), the f1rst'letter is
for drained areas and the second is fa" undrained ar,eas, Only the soils that in their
natural condition are in group D are assigned to dual classes,
Rating Options
Date Received:
Aggregation Method: Dominant Cond'ition
,Component Percent Cutoff: None Specilied
DEe 1 9 2008
USDA
~
Natural Resources
Conservation Service
Web Soil Survey 2.1
National Cooperative Soil Survey
"
~
r:',.;~<>1 ~llhmi1tP1
11/30/2008
Page 3 of 4
Hydrologic Soil Group-lane County Area. Oregon
Tie-break Rule,' Lower
l..':)[\\
-~
Natural Resources
Conservation Service
Date Received:
DEe 1 9 2008
Original Submitpl
Web Soil Survey 2. 1
National C'o'operative Soil Survey
11/30/2008
Page 4 of 4
We_therlghttorevl:selhede$ign<<t
Mun,"ch Ser'l"es ~.;:"\ ICa'''''''Numbe< ',,',
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. GASKET1NG- High temperature, non-aging black EPDM and/or neoprene rubber concealed in housing pocket and enclosed by cast-in drip shield and rear wire entrance
hole to protect against outside contaminants _ ' ,
. HOUSING- Heavy wall cast aluminum with wire access on back through threaded 1/2" conduit size entrance hotes - Finished in Bronze oven baked Polyester Powder
Coat' ';.
. LAMP- HID, MEDIUM BASE Low Pressure Sodium or Metal Halide (Recommend use of Venture UV Guard - or equal) as required; Compact Fluorescent Double (OTI)
or Triple Twin Tube (ITT), PL -H Philips Compact Ruorescent (20,000 Hour lamp ute) . BY OTHE8S. .' .
. LEN5-Clear Tempered Glass Standard "
. REFlECTOR- .032 Prescription Specular aluminum for high efficiency and reduce arc tube voltage rise.
. SOCKET- 4 KV rated medium base porcelain with 16 gauge 200 degrees C - SF-2 lead wires
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Date Received:
DEe I 9 2008
Original Submittal Rev, OBl08 I AS-23
PHOTOMETRIC DATA:
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LSI test # 18669 MU-L-WS-PL-H-85W-DT-BK
semi-specular hammertone reflector and clear flat glass lens
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MUNICH SERIES
LSI test # 19215 MU-XL-FT-MH-250W
seml-spocular reflector, forward throw and clear flat glass/ens
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By eliminating an upward throw of light. Munich
Series luminaires are among our many Dark Sky complian
models.
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'.ve reserve tne rigTt 10 I9VISe tl'1c design or components of any orodl.lCt due 10 parts availability or change n UL standards. wilhout as&.milg any obfigatiorI or liability to modify any products previously manufDctun - ~
and withovl: notice. This Jite..-ature depicts a product DESIGN that is the SOLE and EXCWSfVE PROPSrrY of ECUPSE lIGHTING. lNC.-M llilois Corporcrtion. In ~"'t-'':;'''.~v with U.S. COPYRIGHT and PATENT
requrnments, notifICation is hereby presented in this form that this lilernture, ortl1e product it depicts. is NOT to be copied. altered or used in any manner without tl1e express written consent of, or contrary to the ooj;t
interestS of. ECUPSE UGHT1NG, INC.-o5I04Il994
@ 2008 Eclipse Ughting Inc. All Rights Reserved - Designs Protected by Copyright
Rev. 08108 - AS-24
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PAGE 01/01
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Springfield Utility Board
Electric Service Center
1001 Main Street
Springfield, OR 97477
541-726-2395
541-726-2399 Fax
www.suburll.com
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ESTIMATE
Good for 90 doys from date of this
F.:stin'Btc
Balzhlser & Hubbard Engineering
Don Davey
100 W.13th Ave
Eugene, OR 97401
Invoice: E2240
Estimate Date: 12-5-08
WO#: 08164
Invoice Acct Type: ORe COMM
Expires: 3-5-09
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Due to the Springfield Utility Board flectric Division for the following: '
DRe COMMERCIAL
Job:
To remove power pole south of building
#10, remove one span of primary wire,
remove service to building #5 & trailer
in NW comer of property and re-route service
to existing house that is west of property line
to be fed from Brooklyn Ave. Bring's plans are
approved by SUB per Ed Head.
"$4,624.84
Location:
BRING RECYCLING 4446 Franklin Blvd.
This price estimate is firm for a period of three months provided the information' and site plans
you have submitted are not changed in any way and that you sign a construction agreement
with us to proceed with the project.
Questions regarding this invoice: Ed Head, 541-744-3707
Date Received:
DEe 1 9 2008
')riginal Submittal