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HomeMy WebLinkAboutApplication APPLICANT 12/2/2008 - :City of Springfield. Development Services Department 225 Fifth Street _ Springfield, OR 97477 Site Plan Review. PRE.SUBMITTAl REC'O DEe 2 2008 . .. . -. . , _ a Applicant Name: JlAtA 1", t5A'N I E-L Icompany: !3~\N&I lZeC,yc.~.ANG, !Address: +4-4-"& ~~\(.\AN ~W9. I~:~;;~~n~::;~:~: '-~~-'~\~~-/J::~ :::~- Ph~~::-~'~81-~lcJlD- Icompany: i'0Yl AIU-I-\\~S 0< fLANNf::lZ...S Fax: &61- OlPll? IAddress: I ~2. I8M>T e>~APWAY.. 0LAIn:. zoo 1.2.~e.-! 012-, 01401 1""""""'"'01<iIL.."" ~___.' =""~.",.~ ""_~ _ ".--,,~. .,__q''''..~...._''' ~~y.' -'-~_._~ ~' .~_.;W.%"".D I Property Owner: e,!Z\N~ lZECYCLING Phone: 7# - Q()1.? Icompany: e,\(\N.~ ~E:O(CL\NGl Fax: 1"J1..1..p - q~84 IAddress: +4-4-Ct f~P<N\<..V\N j;o\.\.~VA~P' I bl..0lNwrot> I oK q14D"? h. '~..'J .'':8!j.'''L:'< "i-"""i'~." ~4__="'-~' "_".e"l:D.'~'.~-__.."Y:&l>'."". ..'" .""&"'.'-'l-...~Yl">,;"""........'" _7~:..5l<.J= wm-,,,,,'t''I'_Elw , ')diJ#I1W' . ",' ""~l'.._..Jl>..c:l i"_" IASSESSOR'S MAP NO: \103?+4A- ITAX LOT NO(S): 1500 I I liDO f 1.400 /property Address: 444(0 FrtANKL\N ~ow.e-VARP ISize of Property: 1.... eC! Acres 1& SQuare Feet .0 I Proposed Name of Project: PLA:NE:-T IMPlZoVE:-MEN, c.c.l-n~ - ~;\\"A.S~ 1[: L"",P\I>-.^""--'" _"~'-"'_~.L'..""",d"",,,,,,,>,,- ~ ~.~<,'-~"":..~~" ~_,,;..:;_._;,,__~ ^ --..~ = __!'~...~.~.M'''';''' ""'_~-:.~.J...:J!~_'li:.:ll:"'" , ~ _'__#:: ....., """" Phone: '1+l.t - ?Oz.~ IFax: 1211 -"1.0/\4- I Description of If you ~re filling in this form by hand, please attach your proposal description to this application. Proposal: SU~ NAIZ!Z..A-TI\Jf:. _ I.. 17\.\ I l--VII'lU'\ Existing Use: S\:C.ONO-I-I1><l-JV ~\L- / 'VAWP&f;. c,W~ INew Impervious Surface Coverage (Including Bldg. Gross Floor Area): 12., tlOt sf Si natures: Please si nand rint our name and date in the a riate box on the next . ,.. (' IYI-:J m.<.d\ Associated Applications: T>!\(C, ZL'-\)$" , 0\9::120 c,ic'K) Ipre-sub Case No.: Ra.c.u't,- Cf).::,=(2. Date: IC/Lj<.:/:t:, Icase No.: Date: IAPPlication Fee: $ 3%~ ITechnical Fee: $ 3L.\-1o c:..O Signs: Reviewed by: -~r-.. Reviewed by: I PostaQe Fee: $ TOTAL FEES: $ I PROJECT NUMBER: ':P~\,iwS- (]JO/<;" 'V';::::_).:.l VY\Q.Q;rO - It.<.->"> \ 1.. /C,ID0, It:,CU~m 1 of 10 Revised 1/1/08 Molly Markarian Owner Signatures' This application form is used for both the required pre-submittal meeting and subsequent complete application submittal. Owner signatures are required at both stages in the application process. An application without the Owner's original signature will not be accepted. Pre-Submittal The undersigned aCknowledges that the information in this application is correct and accurate.for scheduling of the Pre- Submittal Meeting. Owner: Date: ICJ.-IJ / of I )f\Nlt::L Print Submittal I represent this application to be"complete for submittal to the City.. Consistent with the completeness check performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as necessary for processing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the information as submitted. This statement serves-as written notice pursuant to the requirements of ORS 227.178 pertaining to a complete application. Owner: Date: Signature Print PRE.SUBMITTAL REC'O DEe . 2 2008 Revised 1/1/08 Molly Markarian 2 of 10 .o_ .' ~. TBG ~~,:/ :/ ~^>"'/ _l,,>"'~ , \, December 2, 2008 Development Services Department City of Springfield 225 Fifth Street Springfield, Oregon 97477 ARCHITECTS & PLANNERSflNC RE: BRING Recycling - Planet Improvement Center (200334/1.3) Type II Site Review Modification Application Project Address: 4446 Franklin Boulevard/McVay Highway Glenwood, Oregon 132 East Broadway Suite 200 Eugene, Oregon 97401 541-687-1010 541-687-0625 Fax Assessor's Map and Tax lot: 17-03-34-44; Tax Lots 1500, 1600 and 2400 Applicant: BRING RecyCling 4446 Franklin Boulevard Eugene, Oregon 97403 Voice (541) 746-3023 . Fax (541) 726-9894 Attn: Julie Daniel Applicant's Representative: TBG Architects & Planners/lnc 132 East Broadway, Suite 200 Eugene, Oregon 97401 Voice (541) 687-1010 . Fax (541) 687-0625 brippe@tbg-arch.com Attn: Ben Rippe PRE.SUBMITTAl REC'D DEe .2 2008 LAND USE REQUEST '. J BRING Recycling (the applicant) is seeking the approval of a Type II Site Plan Modification to the original approved Site Plan Development Agreement dated December 20, 2002 (City File #2001-07-0143). In 2005 a Type II Site Plan Modification to the original Site Review was approved (Development Agreement dated July 15, 2005), which outlined two phases of development. This application is to be reviewed under the Site Plan Review Modifications SDC Section 5.17-145. This proposal is a modification request limited to portions of Phase 2 of the approved Final Site Plan dated December 19, 2002, and Final Site Plan Modification dated March 31, 2005. The specific modifications proposed to Phase 2 include the following: 1. The demolition of approximately 683 square feet and renovation of a portion of existing Building 4; plus a 3,375 square foot covered trash enclosure; 2. The demolition of Building 6; 3. The addition of permeable pavers, the increase of impervious surface area and the associated additional stormwater facility; John E. Lawless, AlA Principal James F. Alberson Ill, AlA Principal Oarrelll. Smith, NO\RB, FAIA Principal City of Springfield December 2, 2008 Page 2 of 8 4. The relocation and replacement of the on-site septic system; 5. The detailing of the landscape plan; and 6. The detailing of the electrical plan. PRE.SUBMITTAl REC'O DEe.. 2 2008 SITE AND SURROUNDING CHARACTERISTICS . _ _. ..:; __ _...,......_. _.... ....It The total site area includes Tax Lots 1500, 1600 and 2400 for a total of 2.89 acres, which will be referred to as one site throughout the document. The subject site is zoned Community Commercial (CC) with an Urban Fringe Overlay (UF-1 0). The site is essentially flat with the Southern Pacific Railroad tracks elevated some 25 feet above grade to the south. The FEMA Flood Insurance Rate Map (#41039C1142 F) identifies the site as being in Zone X (areas of 50G-year flooding). FEMA Maps label this as "other flood areas" and not a "special flood hazard area" so there- are no flood hazard issues. The area directly surrounding the project site is developed with a mix of residential and commercial uses. The subject site is located on the west side of Franklin Boulevard (McVay Highway), immediately north of the Southern Pacific Railroad tracks and trestle bridge crossing the Willamette River. Adjacent uses to the north are commercial (Cash King Liquidators and Six States Distribution, both fronting McVay Highway) and industrial (Valley Tool & Die, fronting Brooklyn Street). To the east are commercial uses (Eye Beam Light Rental and storage warehouses across McVay Highway); to the west are residential uses. Access to the site is via an existing driveway on Franklin Boulevard. Franklin Boulevard is a Major Arterial, under ODOT jurisdiction. The access drive was approved and constructed under ODOT Permit #52782, in accordance with all applicable regulations. There are no inventoried wetlands or historic resources on the subject site. Existing vegetation consists of the Phase 1 landscaping, including landscape ratios and numbers of trees consistent with the original approved Site Plan Review and 2005 Site Plan Review Modification. APPROVED SITE PLAN REVIEW AND 2005 sin PLAN REVIEW MODIFICATION GENERAL OVERVIEW The adopted original Site Plan Review and 2005 Site Plan Modification outline two phases including 7 existing buildings, 3 proposed buildings, a covered trash area and associated site infrastructure. (Reference the proposed Site Plan Review Modification Site Plan, Sheet A 1.0-SR dated 12/02/08 and the approved 2005 Site Plan Review Modification documents for the Phase 1 and Phase 2 project areas). City of Springfield December 2, 2008 Page 3 of 8 PRE.SUBMITTAl REC'D DEe 2 2008 Phase 1 The completed Phase 1 includes the remodel of existing Buildings 1, Building 3 and the northeast portion of Building 4 as well as the new construction of Building 7 and Building 8 with associated parking, stormwater retention and bioswale facilities, and site infrastructure. Although included in Phase 1, Building 2 will be constructed when needed in the future. Building 1 is a 2,939 square foot wood-framed office building fronting McVay Highway. Building 3 is the primary retail and sales building totaling about 2,293 square feet. Building 3 includes an existing wood-framed building and a Phase 1 steel building addition. Building 4 serves the function of a receiving and inventory warehouse including the employee break room. It is a wood frame structure totaling about 5,544 square feet. Building 7 is a covered drop-off steel frame canopy for unloading donated items totaling about 3,546 square feet. Building 8 is also an open-sided steel frame building for covered storage totaling about 9,438 square feet. _ ~ ...:o..:~oJ, Phase 2 The adopted forthcoming Phase 2 includes the remodel of existing Building 5 and the southwest portion of Building 4, as well as the new construction of Building 10 and a covered trash enclosu re with associated employee parking, stormwater retention and bioswale facilities, and site infrastructure. 'Building 5 is a 2,422 square feet storage building located at the southwest corner of the site. Building 6 is an existing old mobile home scheduled for demolition. Building 10 is an open-sided, prefabricated steel building similar to existing Building 8. Building 10 is primarily designated to provide weather cover for the storage of salvaged materials, with the possibility for a portion of the building to serve as greenhouse storage for plants. TYPE II SITE REVIEW MODIFICATION APPROVAL CRITERIA AND SUPPORTIVE FINDINGS As stated under SDC 5.17 -145(D); "The criteria of approval for a Site Plan Modification application shall be in compliance with the applicable standard and/or criteria of approval specified in Section 5.17-125." Criteria of approval for a Site Plan Modification are listed in bold italics and relevant, previously approved, development conditions are listed in italics for reference. A. The zoning is consistent with the Metro Plan diagram, and/or the applicable Refinement Plan diagram, Plan District map, and Conceptual Development Plan. There are no proposed changes to the zoning or uses; therefore, the proposed Site Plan Review Modification remains consistent with the original approved Site Plan Review and 2005 Site Plan Review Modification and relevant development code standards. City of Spri ngfield December 2, 2008 Page 4 of 8 B. Capacity requirements of public and private facilities, including but not limited to, water and electricity; sanitary sewer and stormwater management facilities; and streets and traffic safety controls shall not be exceeded and the public improvements shall be available to serve the site at the time of development, unless otherwise provided for by this Code and other applicable regulations. The Public Works director or a utility provider shall determine capacity issues. With the exception of minor on-site routing changes to the water, sanitary sewer, stormwater management and electrical facilities, there are no proposed changes to the public or private facilities. Therefore, the proposed Site Plan Review Modification remains consistent with the original approved Site Plan Review and 2005 Site Plan Review Modification and relevant development code standards. Previous Condition - Water As stated in the Conditions of the original Site Review Development Agreement dated July 15, 2005, "Show on the Final Site Plan the locations of the required ft"re hydrants and note how fire flow compliance will be accomplished. " Conforming Response: An existing 8" fire line and a 1-1/2" domestic water supply stub out for a Phase 2 future connection under the asphalt just past the boundary between Phases 1 and 2, immediately north of Building 4. Phase 2 lines will connect to the existing lines in order to extend the supply of domestic water to Building 4. A second fire hydrant is proposed for Phase 2 to be located at the northwest corner of the covered trash enclosure, subject to the review and approval of the Fire Marshal. Reference attached Sheet C4.0 - SANITARY SEWER, WATER, FIRE & GAS PLAN dated December 2, 2008 for details. Previous Condition - Sanitary Sewer As stated in the Conditions of the original Site Review Development Agreement dated July 15, 2005, "Show on the Final Site Plan the existing and proposed drain fields or redundant drain field system sites; and connection of the commercial/industrial dumpsters to the drain field and describe the type of pretreatment proposed." Conforming Response: Although the City of Springfield anticipates extending the public sanitary sewer trunk line down McVay Highway or Brooklyn Avenue in the future, there are currently no public sanitary sewer facilities available to serve the development site. Due to the uncertainty regarding when this public facility may be available to serve the subject site, BRING manages all sanitary sewer waste on-site with an approved septic tank and drain field system. PRE.SUBMITIAl REC'D DEe 2 2008 City of Springfield December 2, 2008 Page 5 of 8 PRE-5IJRMITIAl REC'D DEe 2 2008 BRING hired Royal Flush Septic who conducted an on-site inspection of the system on August 11, 2008 and found that the current drain field has failed. Several of the lines have collapsed and/or are plugged. Therefore, the applicant and Royal Flush Septic, working in coordination with the county sanitarian, have determined that a new drain field and septic tank are needed to serve the entire site. The existing Building 6 is proposed to be demolished to provide adequate area for the new septic tank and drain field plus reserve area rather than be used as a caretaker's residence as approved in the original Site Plan Review. The new septic system has been designed to serve the entire site with capacity to last 15-20 years. The county sanitarian has determined and approved that there is sufficient capacity for the proposed on-site sewer and wastewater treatment (septic system construction permit to follow as a deferred attachment). Reference attached Sheet C4.0 - SANITARY SEWER, WATER, FIRE & GAS PLAN dated December 2,2008 for details. _'';J Previous Condition - Electrical As stated in the Conditions of the original Site Review Development Agreement dated July 15, 2005, "Show on the Final Site Plan the relocation of power poles. Submit written correspondence from the SUB Electrical Division that their issues have been addressed." Conformine: ReslJonse: This proposal removes several existing power poles and modifies the configuration of power lines to Buildings 5, 10 and the adjacent residence across the west property line. Electricity is currently provided to the rear of the site via overhead power lines running along and parallel to the southern property line and the railroad tracks. Power to Buildings 5 and 6 and the adjacent residence is fed from the overhead line along the south to a utility pole in center of the storage yard. From this pole, overhead lines connect to each building. The proposed modification relocates this utility pole and the existing transformers to the northeast corner of Building 5. Power continues to be routed to this pole in its relocated location directly from the last pole in the series of utility poles along the southern property line. From there, electricity will serve the existing adjacent residence via underground conduit to the existing pole at the west property line, then overhead to the residence. Power to Buildings 5 and 10 is provided from the existing meter at Building 3 via underground conduit. Existing conduit was stubbed out underground for future Phase 2 connection. Reference Sheet E1 - SITE PLAN POWER (DEMOLITION) and Sheet E2 - SITE PLAN POWER (NEW WORK) both dated December 2, 2008 for demonstrated continued compliance with SDC 4.3-125 and SDC 4.3-135. Stormwater This proposal slightly modifies the location, configuration and size of the bioswale and infiltration basin to accommodate the proposed increase of impervious surface area in Phase 2 (increased from 10,706 square feet to City of Springfield December 2, 2008 Page 6 of 8 12,850 square feet) from the original approved Site Plan Review and 2005 Site Plan Review Modification. Aside from the minor changes to the location, configuration and size, the stormwater facility remains consistent with the original approved Site Plan Review and 2005 Site Plan Review Modification. Additionally, pervious pavers have been added along the entire west edge of the property and other locations as shown on the drawings for a total of 13,255 square feet. Reference attached Sheet C3.0 - STORM DRAIN PLAN dated December 2, 2008 and Storm Drain Study from Balzhiser & Hubbard Engineers, both dated December 2, 2008 for demonstrated continued compliance with SDC 4.3-110. Traffic The applicant only proposes an expansion of the covered trash enclosure (approximately 2,080 square feet of roof area). This addition does not affect the original traffic analysis completed by the City of Springfield. Therefore, the proposed Site Plan Review Modification remains consistent with the original approved Site Plan Review and 2005 Site Plan Review Modification and relevant development code standards. C. The proposed development shall comply with all applicable public and private design and construction standards contained in this Code and other applicable regulations. The proposed demolition of about 683 square feet and renovation of Building 4 (maintaining the original approved use), the demolition of Building 6, and the expansion of the covered trash enclosure (addition of 2,080 square feet) remain compliant with SDC standards and other applicable regulations, and consistent with the original approved Site Plan Review and 2005 Site Plan Review Modification. The increase in roof area of the trash enclosure is not considered an increase in impervious surface, since the area it extends over was previously shown as asphaltic concrete paving or roof area. This modification application provides more detailed landscape plans consistent with SDC 4.4-105, the original approved Site Plan Review and 2005 Site Plan Review Modification. (Reference attached Sheet L1 - PLANTING PLAN dated December 2, 2008.) D. Parking areas and ingress-egress points have been designed to: facilitate vehicular traffic, bicycle and pedestrian safety to avoid congestion; provide connectivity within the development area and to adjacent residential areas, transit stops, neighborhood activity centers, and commercial, industrial and public areas; minimize driveways on arterial and collector streets as specified in this Code or other applicable regulations and comply with the ODOT access management standards for State highways. PRE.SUBMITTAl REC'D DEe 2 200B City of Springfield December 2, 2008 Page 7 of 8 PRF-l\IIBMITTAL REC'D DEe . 2 2008 There are no proposed changes to the parking areas' or ingress-egress points; therefore, the proposed Site Plan Review Modification remains consistent with the original approved Site Plan Review and 2005 Site Plan Review Modification and relevant development code standards. , With the exception of the expanded circulation area within the Phase 2 storage yard that will better accommodate emergency vehicles, there are no proposed changes to the on-site vehicular circulation. Consistent with the original approved Site Plan Review and 2005 Site Plan Review Modification, there is no public access to this area of the site and on-site bicycle and pedestrian circulation was met in Phase 1. f. Physical features, including, but not limited to: steep slopes with unstable soil or geologic conditions; areas with susceptibility of flooding; significant clusters of trees and shrubs; watercourses shown on the WQLW Map and their associated riparian areas; wetlands; rock outcroppings; open spaces; and areas of historic and/or archaeological significance, as may be specified in Section 3.3-900 or ORS 97.740-760, 358.905-955 and 390.235-240, shall be protected as specified in this Code or in State or Federal law. One existing tree (48" dbh maple) is proposed to be removed at the west property line. Per SDC 5.19-110, a Tree Felling Permit is required with the felling of more than 5 trees per calendar year, thus a Tree Felling Permit is not required. There are no proposed changes that impact the physical features of the site, therefore, the proposed Site Plan Review Modification remains consistent with the original approved Site Plan Review and 2005 Site Plan Review Modification. CONCLUSION The proposed Phase 2 modifications to BRING Recycling's Planet Improvement Center meet or exceed all applicable Site Review criteria. The proposed Building 4 alteration, the demolition of Building 6, the expansion of the covered trash enclosure, the increase of impervious surface area and associated enlargement of the stormwater facility, the relocation and replacement of the on-site septic system, and the detailing of the landscape and electrical plans are consistent with the conditions of the original approved Site Plan Review and 2005 Site Plan Review Modification. The applicant continues to consciously incorporate design elements to enhance the commercial/industrial building aesthetics in the surrounding area and to provide a functional, convenient, educational and safe re-use warehouse use to the community. 1 There IS no change in use or change to the number of the existing customer parking spaces, with the exception that 3 spaces were required to be removed at the access drive as a condition of ODOT. There are 39 existing spaces and Phase 2 will add 10 spaces for a total of 49 parking spaces. The number of spaces to be added in Phase 2 is unchanged from previous applications. City of Spri ngfield December 2, 2008 Page 8 of 8 We appreciate your thoughtful consideration of the project and encourage you to approve the requested application for a Type II Site Plan Review Modification as proposed. Sincerely, ~~ Ben Rippe BR/nl cc: Julie Daniel, BRING Recycling Monica Anderson and Don Davey, Ba/zhiser & Hubbard Engineers Carol Schirmer, Schirmer + Associates, LLC Z:\PROJ\200334 Bring\Corresp\Agency\Springfield\Site Plan Review Modification 2008\200334-$R Modification Application-200B,doc PRE.SUBMllTAl REC'O DEe 2 2008 i ~- ...- ..4/" December 2, 2008 TBG ~L'..,~ ~ '" '" -'~"'~"'~ -~t\( Development Services Department City of Springfield 225 Fifth Street Springfield, Oregon 97477 ARCHITECTS & PLANNERS/INC RE: BRING Recycling - Planet Improvement Center (200334/1.3) Type II Site Review Modification Application 132 East Broadway Suite 200 Eugene. Oregon 97401 541-687-1010 541-687-0625 Fax Project Address: 4446 Franklin Boulevard/McVay Highway Glenwood, Oregon Assessor's Map and Tax Lot: 17-03-34-44; Tax Lots 1500, 1600 and 2400 Applicant: BRING Recycling 4446 Franklin Boulevard Eugene, Oregon 97403 Voice (541) 746-3023 . Fax (541) 726-9894 Attn: Julie Daniel Applicant's Representative: TBG Architects & Planners/lnc 132 East Broadway, Suite 200 Eugene, Oregon 97401 Voice (541) 687-1010 . Fax (541) 687-0625 brippe@tbg-arch.com Attn: Ben Rippe On behalf of BRING Recycli ng, enclosed is a package with an application for a Type 2 Modification to the approved Site plan Development Agreement dated December 20, 2002 (City File #2001-07-0143). Consistent with the Site Plan Review Submittal Requirements, the following is provided for review by the City Staff and the Planning Director: Type 2 Site Plan Review Modification Application Form - 1 Copy Attachments - 1 Copy Each: Narrative Copy of the Deed Copy of a Preliminary Title Report Site Plan reduced to 81/2 x 11 Right-of-Way Approach Construction Permit Storm Drain Study - (3 Copies) PRE.SUBMITIAl REC'D DEe 2 2008 John E. Lawless, AlA Principal James F. Alberson 111, AlA Principal Darrell L. Smith, NCARS, FAIA Principal ..-"; ~. ~,,- City of Springfield December 2, 2008 Page 2 of 2 Plan Sets dated December 2, 2008 - 7 Copies Each: Tl-SR - TITLE SHEET A 1.0-SR - SITE PLAN A 1.1-SR - FLOOR PLANS Al.2-SR - EXTERIOR ELEVATIONS L 1 - PLANTING PLAN Cl.0 - EXISTING CONDITIONS 0.0 - GRADING PLAN C3.0 - STORM DRAIN PLAN C4.0 - SANITARY SEWER, WATER, FIRE & GAS PLAN C5.0 - PAVING PLAN C6.0 - CIVIL DETAILS, LEGEND AND GENERAL NOTES El - SITE PLAN - POWER (EXIST. AND DEMO) E2 - SITE PLAN - POWER (NEW WORK) E3 -SITE PLAN - LIGHTING (NEW WORK) The Site Plan Review Submittal Requirements Checklist requires three (3) copies of a Traffic Impact Study. We do not feel that this requirement should apply to our specific application because our proposal is a modification request limited to portions of Phase 2 development that does not affect traffic. Reference the attached Narrative for the conforming response to traffic criteria of approval for a Site Plan Modification. If you have any questions, please do not hesitate to call me at your convenience. Thank you for your time and consideration of this proposal. Si ncerely, :DP/A--~ PRE.SUBMITIAl REC'D DEe 2 2008 Ben Rippe BRlnl cc: Julie Daniel, BRING Recycling Monica Anderson and Don Davey, Balzhiser & Hubbard Engineers Carol Schirmer, Schirmer + Associates, LLC Z:\PROJ\200334 Bring\Corresp\Agency\Springfleld\Site plan Review Modification. 2008\200334-SR Modification COVER Letter-2008.doc PHASE2 (---- ~ PHASEl ; (COMPLETE) r'-'-'-'-'-'-'""J _._.~1i" .' . . l~= '~r-----' , , , , , , , , r".J : I f""'~rx;,: L. I , ' , ' 1 rJ ((:~= IT iT ."""l'fI"II - -~ ~~, ~ --~ - "hl~~ ~ C!:IS.U.l\.1'UMl< l'CII.l..,wt""",- (ll~r...:JI'IC ~-~ -, ..Gtlma- 1> 1> .-- ~ __ro lllOO.IOIIl'l m= PRE.SUBMITTAl RECIO DEe 2 2008 i II \ I: 1\ i i i "~t,,,""" ~ (",'>>f> ~ PAHSE 2 ~ j 1" 60-0" / SITE PLAN / .' _.---...."..(I<)lJHm.'~ . I'OW!ll.UNEro ==, PLANET IMPROVEMENT CENTER BRING RECYLClNG BLDG. 3 4446 OLD FRANKLIN BLVD. GLENWOOD, OREGON TBG ARCH ITECTS PLANNERS /INC PROJECT # 200334 CHECKED JL DATE 12/02/08 132 East Broildway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0525 DRAWN OR 12/2/08 ~~ j JOli~ L LAM65 ~ ~EUGENE.~#_ "I" ~'" ..t:? OF u~- SHEET A-1 .OSR )lilWIIIY lIame: L:\t't'lUJliVUJJ<i tlllflgll..oMUlPI1". IIVt:\:>llll t\IlVlllW\LlJUtI I yptlll;'1\ MlXllll\i<:lllVlllLtJUJJ4::'t' LUUlI ::'KUVVlJ Saved on: Nov25, 2lXl8@9:22am @ Copyright 2008 by T JC Archi~ects & Planners line .,t-o.," , . .. Theodore R. Kulongoski, Governor Department of Transportation ODOT District 05 644 'A' Street Springfield, OR 97477 (541) 744-8080 Fax: (541) 726-2509 . L ynn.S .Stuckrath@odot.state.or.us File Code: PMT 4-21 July 18, 2006 JULIE DANIEL BRING RECYCLING PO BOX 885 Eugene, OR 97440 Subject: . Transmittal of Permit to Construct a. State Highway Approach Highway Number 225, (McVay), atMile Point .15 Application Number 5411 ODOT has received your evidence of insurance and required bond or cash. deposit and can now issue a Permit to Construct a State Highway Approach. The ConstructionPermit(s} is attached. This Construction Permit includes the Construction Drawing(s) and all necessary tenns and conditions. You have until the date specified on the Construction Permit(s),Jilne 09,2007, to complete installation of the approach(es). As set forth in OAR 734-051-0185, your contractor must advise ODOT (please contact the District 05 Office at (541) 744-8080) at least 48 hours in advance of commencing construction. Construction ofthe approach must conform to the terms of the Construction Permit and exhibits attached to the Construction Permit. I have attached a copy of OAR 734-051-0215, which addresses applicant liability and control during construction of approaches. You must notify the District 05 Office when construction of the approach is completed. ODOT will inspect the completed approach and advise you in writing whether or not the approach has been constructed in a satisfactory manner. If the approach was constructed in a satisfactory manner, a Permit to Operate, Maintainand Use an Approach can be issued. . lfthe approach was not cOnstructed in a satisfactory manner, ODOT will provide in a written notice a list of all specific deficiencies that must be satisfactorily corrected before a Permit to Operate, Maintain and Use an Approach can be issued. . ,'., <"'.4"" . NOTE: An approach can be legally used ONLY after a Pelmit to Operate, Maintain, . and Use an Approach has been issued. PRE.SUBMITTAL RECIO DEe 2 2008 or . -' ,. ": Transmittal of Final Permit to Construct a.State HIghway Approach Highway Number 225. (McVay), at Mile Point.15 Application Number 5411. Tuesday. July 18. 2006 Page 2 If you have any questions regarding the construction of your approach(es), please coritact me at (541) 744-8080. I welcome the opportunity to assist you. Sincerely, ~a(D Lynn Stuckrath, Permit Specialist ODOT District 05, Maintenance Office Attachments (Construction Permit and OAR 734-051-0215, Liability and Control) PRE.SUBMITTAI.. REC'D DEe 2 2008' . ,c. PERMIT NO: 52782 Application Id: 5411 Applicant Information I N'JUlIE DANIEL I CoBRING RECYCLING M.llllngAddress: PO BOX 885 Eugene, OR 97440 Highway Number: 225 1""75411746.3023 (541) 726.9894 I'M~'UllED@BRINGRECYClING.ORG Insurance Information l,tP'D"YINSURANCE. INC. I P2~O~:13616 I P~~;~~~006 Amoul'll: $1.000.000 PolieyEnd: 07/17/2007 Performance Bond Information leN/Any; I Bond No: Amount: S . Property Owner Information NlllTl$: JULIE DANIEL Company: BRING RECYCLING Mailing Address: PO BOX 886 ' Eugene, OR 97440 usa flhone: (641) 746-3023 eMail: JULIED@BRINGRECYCLlNG.ORG FAX. (641) 726-9894 I Applicant Signature Local Agency Approval (if required) CHAMPS - d~rpt-"ermIUI~prch_con PERMIT TO CONSTRUCT A STATE HIGHWAY APPROACH MllePoint: 0:15 ' Reason lor Request: Property Information I Address: . 4446 FRANKLIN BLVD EUGENE OR 97403 ICL;ri~ Higl1way: McVay MilePoinf: .0.15 landmarks: , Route: ORE225 E.nglrleenng statIon: Side 01 HWy: 101+65 R Nell ForeSH: N 175'-0"NORTH OF 19TH STREET .' L I I Tax Lot Information Township Range Sectiop 17S 3 34 , 17S 3' 34 17S 3 34 Tax Lot 1500 1600 2400 :. \, '1:' PRE-SUBMllTAl REC'D DEe' 22008. . Oregon Department of r.rt8t10n Completion Date: 06/09/2007 1r Improvement . '. . Plan View .1 " w Specification Wldlh(W); 24.00ft WIng Width (Xl' 7.00ft PlJIIing lrnl (P11: .00ft Sutl'{Ds): 16.00ft Culvert' . None Angll!l(A): 90 Curb-Sdwlk (K); 5.0011 PGl/lnQ lml~PZ\'. .00ft Oiam: .001n Len: .00ft Sub Sase Crae: . Thickness: 37.5mm .0 All\lrellate Base (1112".0: 6.001n Base eras: ., ". Thlckness:- 19mm .0 Allllrellate Base (314" .01 6.001n Level Crsll: Thickness' SId Dutv Class 'C' Asphalt Concrete 4.001n WearCrse: Thickness: . Std Dutv Class 'C' Asphalt Concrete 2.001n . Instructions IssuIng. of permits unde_r these. regulations is not a finding of cO'!1pJiance with the statewide planning goals or the acknowledged comprehensive plan for the ~rea. Permits are.lssued subject to the approval afcity, c~unty or other governmental agencies having authority to regulate land use by means 01 zoning and/or building regulations. It shall be the applicant's rasponslbllity to obtain any such.approvals Including, where appli.cable, \9CaI9~rnment determinatIons of compliance wIth statewIde plannIng goals. All materials and w6rkm~nshlp shall be In accordance with current Oregon Standard Specifications for Highway Construction. The Pennit is Issued .subject to the provisions of Oregon Administrative Rules 734-051,0045 through 734-051-0355, which. sre by reference made a part of this perrr:it; and which are In effect at any partlcularJime in the duration of the permit This permit is not valid until signed by a' duly authorized reoresentative of the Orea,on Deoartment of Transportation. Authorized ODOT Sign~~7' /,/ f I Date ~~~-'. 7-/P'''{'';K .-' ~ / Dale Dale Page 1 of 1 Printed: 07/1812006 12:01:47 PM PERMIT NO: 52782 PERMIT FOR ENCROACJ,iMENT, CONSTRUCTION ON OR USE OF STATE HIGHWAY Oregon Department of Transportation MilePolnt 0.15 PROVISIONS 1r Application Id: 5411 Highway Number: 225. Reason for Request: Improvement ~ Applicant: JULIE DANIEL Company: BRING RECYCLING 140.301 Construction Plans are approved In general only. The District Manager or representative may require field changes. When revisions are made in the field, as-constructed drawings mustbe submitted to the District. 150.101 The permit and all specifications, details, typical drawings and standard drawings attached to the permit shall take precedence over all plans, . drawings and specifications produced by the Architect or Engineer representing the Applicant or Contractor. 150.103 The foliowing ODOT documents or subsequent revisions thereto, where appiicabie and not otherwise superseded by the permit language herein, shall be incorporated for use in this permit: Oregon Standard Specifications For Construction (ODOT,2002), Oregon Highway Design Manual (2003), and relevant Standard Drawings. ODOT shall have authority over the acceptance of all materials and workmanship performed under this permit as stated in 00150.00 of the Oregon Standard Specifications For Construction (ODOT,2002). 150.201 Within 48 hours before beginning permit worK and again after completing,permit,work, the Appiicant (or agent) shall notify the District permitting representative. ' ) ,,' , 150.403 Applicant is responsible for maintaining existing structures, inclu~ing feflces, unless otherwise directed by the District Manager or his representative . -0 . "./ . ' 150.411 Applicant (or agent) shall have' on the job site, at all times: a copy of the permit and all attachments. 'The permit shall be readily available for inspection. . 150.501 'The permitted work is located within the Oregon Utility Notification Center (OUNC) area. The OUNC is a utilities notification system to notify owners of utilities about excavation worK performed in the vicinity of their facilities. The, utilities notification system telephone number is 1-800-332-2344. _150.702 Do not parK on state right-of-way unless permitted by the District Manager, Comply with ORS 810.230. 810.160.' 150.703. Remove ail di.rt and debris from the,highway at the end of each worK shift or. more frequently if a hazard to the traveling public exists or as'directed by the District Manager. ' . 170.303 Applicant shall be responsible and liable for (1) investigatingpresencelabsence of any legally protected.or regulated environmental resource(s) in the ection area; (2) determining any and all restrictions or requirements thafi-eiate to the proposed actions, and complying with such. including bur not limited to those relating to hazardous materlal(s), water quality constraints. wetlands, archeological ,or historic resources(s) state ,md.federal threatened or endangered species, etc; (3) complying with all federal,"state, and local laws, and obtaihingallrequired and necessary permits and approvals. ' If the applicant impacts alegafly protectedlregulated resource, applicant/permittee shall be responsible for all costs associated with such impact. including. but not limited to all costs of mitigation and rehabilitation, and shall indemnify. and hold harmless ODOT for such impacts and be ,. responsible and liable to ODOT for any costs or claims that ODOT may have. 330.411 Native material found to be unsatisfactory for compaction shall be disposed off of the project and Department controlled .property. The site shall be shaped to drain, contoured; trimmed and seeded with native grasses in a manner satisfactory to the DistrictManager. 330.421 Only earth or rocK shall be used as fill material. The site shall be shaped to maintain existing drainage, contoured: trimmed and seeded with netive' grasses in a manner satisfactory to the District Manager. . 400:001 Permission is required for any person(s) seeKing to change drainage patterns which increasepeaK.fiow retes or pOllutant loads to ODOT RfW. The impacts created by the development. must be mitigated to maintain the water quality and peaK surface runoff at the existing level. All of the proposed Improvements shall comply with the Clean Water Act, Oregon Drainage Law, NPDES regulations, Total Maximum Daily Load (TMDL) limitation guidelines, and the Endangered Species Act. . Erosion control measures shall betaken to prevent impacts to highway right-of-way, during and after construction. - PRE.SlIRMITTAl REC'O nFr l} ?nnR .. CHAMPS - d_rpt_piov_woasb Page 1 of2 Printed: 07/18f2oo6 12:02:03.F'M ,~ 'I "- , p PERMIT NO: 52782 Application Jd: 6411 Highway Number: 226 PERMIT FOR ENCROACHMENT, CONSTRUCTION. ONOR USE OF STATE HIGHWAY , Oregon Department of Transportation ~ \ . 1. MilaPolnt 0.16 PROVISIONS Improvement Reason for Request: Applicant: JULIE DANIEL Company: BRING RECYCLING 445.412 Any area of cut or damaged concrete shall be restored in accordance Drawlng.RD300 and "Typical Section,Pipe Section Under Sidewalk" See ~00445.41 O. 00445.41'lnstallationln Paved Areas: . (a) General - Install pipes, within paved areas that are to be preserved, by open excavation, tunneling, jack.ing, 9r boring methods as allowed by ODOT Permit. Regardless of the method used, do not disturb the adjoining pavement more than necessary. - (b) Open excavation Malhod - Where open excavation method is used, cut, remove, and restore the pavement as follows: (1) Pavement Cuts - Saw cut the pavement along each edge of the area to be removed when no pavament overlay will occur or when the surface is carrying traffic. All other pavements maybe saw or wheel cut. Limit the area being cut, to the least width and extent praelical for installation. Cuts shall be clean, vertical and made true to lines designated w~hin a tolerance of 25 mm. Depths of the cuts shall be sufficient to permit the removal of pavement between or alongside them without damage to pavement or structures to be left in place, Remove and dispose of pavement lying within the limits of the cuts and from any adjoining areas damaged by the cutting and removal operations according to Seelion 00310. (2) Replacement Surfacing: . a. Aggregate Base - After pipe.has been installed and the trench backfilled to proper elevation, according to Seellon 00405, for pipes 1800 mm and less in diamaler and Section 00510 for pipes over 1800 mm in diamaler, place and compael aggregate base or foundation material to a thickness of 450 mm or the thickness. of the removed aggregate base, whichever is greater. . b. Pavement- Unless. otherwise approved, the kind of replacement pavement to be constructed shall correspond with the same kind removed from the area. Replace highway shoulders, driveways, curbs, gutters, walks, dikes, walls and other similar asphall"or portland cement concrete structures with construction at least equal in all respects to that of the structures or parts of structures removed, similar and matching that of adjoining, undisturbed struelures. Perform replacement work as follows: - Trim all loose fragments from abutting edges of old pavement. - 'Apply asphalt tack coat to edges of existing asphalt concrete. - Thoroughly moisten edges of old portland cement concrete with water. - Place, shape, compact, and finish the asphalt or portland cement concrete to established grade and cross seellon according to Sections 00745 (Light Duty) and 00440, as appropriate. - - Respective thickness' of new pavement shall equal removed pavement thickness or the following, whichever is greater: Material Minimum Compacted Thickness, mm. Traveled-Way Area Other Areas ' Asphalt Concrete 130 100 Portland Cement Concrete 200 200 1040.002 Areas from the back of sidewalk to the property line may be used for landscaping by obtaining a.separate ODOT Miscellaneous permits from this office. Any other uses such as parking or storage requires a iand rental or lease agreement by the department. No curbs, signs, posts or other structures shall be placed on the right of way without written authorization from the District Manager or representative. 1.000 Special Provisions , 2.000 If tax lot 1600 andlor 2400 become different owners, an easement will be required to cross over properties. 3.000 Parking spaces near approach could effeel safely of traffic entering the site from the McVay Highway. Applicant shall remove three of the spaces closest to the approach (o~ the Northeast corner of the parking lot, or right side.as a vehIcle enters the site), nearest the approach. -0 :::0 rT1 . 0 :.a ITI S " - ::.. N ~ ....., = = ;:::c QO ~ ) d CHAMPS. d_rpt.))rov_woasb Page 2 of2 Printed: 07/1612006 12:02:03 PM ~-7r PERMIT TO CONSTRUCT A STATE HIGHWAY APPROACH Application Id: 5411 . Highway Number: 225 MIIePolnt: 0.15 Reason lor Request: .~- .~ -, --. Permit No: 52782 Issue Date: 07/18/2006 Completion Date: 06/09/2007 of ~ Applicant Information Name, JULIE DANIEL Company: BRING RECYCLING MIlling AddresI: PO' BOX 885 Eugene, OR 97440 Property lilformation Tax Lot Information I Address: I. 4448 FRANKUN BL YO . EUGENE OR 87403 County: Lane Highway: McVay MUePOlnt 0.15 . Landmart<S: Township RIlngo Sc<tioo Tax Lot engineering 5taUon: 101+65 ROIJte: . . ORE225 5it;le R' HWy: NaUNOf..rt: I 178 3 178 3 178 3 34 1500 34 1600 34 .2400 Phone: FAX:' (541\746-3023 (541\ 726-9694 eMall: JULlEDClilBRINGRECYCLING.ORG 175'-0" NORTH OF 19TH STREET This placard should be posted and visible from the highway at all times during construction. For inspection, call (5~1) 744.8080 ~ . PRE.SUBMITTAl REC'D DEe. 2 2008 ~ CHAMPS ~ d_rptJl8ffillcupprch...,plac l't\nlJId: 07111\12006 12:01:52 PM " I ar . . . 62/64/1994 61: 41 541726' I ,~e.24.22'El5 3;~.3i';1 Lr-!-J(tl'li'G-,) "",1,"" BRING RECYCU~ PAGE 61 ;-f,}..";..;tlj l'llAI(B III Il/F 1'l[PlI ~ BND .Q;lQL CODE QQQ!... r2llL c:mll: ~ ~ 7 I a 10 II 1:3 :~ 14 L_ agX6s~~ IN9~~CE ~5 QflICll FlLRI IOLICY NlTl:l!P 1 ~ cr-2~]4S9 ]8-'020-107-0001'80] ~ or po;,~ J Wl<UARY 2 ac.n AM01:llT ?~..EM!:UM 4 $}H.ooo,OO 5 Be 1:01 PM $50.00 MOR'l'Cl1.Gl!!':' 5 8....-.-_wE l'. Pnmium, ~50,OO Agllnt PUe No.: CT-:z:z,SU Date of ~o11oYI Fg~K~Y :2 2001 at t,)! PM lIrnount of rMU~AnOe: 8396,000.00 t. Name of In'ur.~l St;lStJ\W llJU,r.ey BAN1C Suoc...o~. or .'Iigna a. may be inoluded withi~ t:l:e c!8finieio:1 of illlured in saocion Ill) 2. The eaCet. or l~tare.t ~ the l~ which i. encu~roa ~y the in8~red ~crt9aga i.. Fe.. 51"!'.. 3. Th. .atata Or inc.raac in tho l~ ie vested in: llRlNa UCYC'LllItJ an Oragon nonprofit corporation ~. The inaurad aortgagD and a.eienm~~c. tb.r.~t. it any. are ddDcribed .. !ollo~.: I).ad ,f 'I':"1.:lt. !:aQlud~ the taft!.. aad ~ro'\~i.ion. :ha..eot, ax.cu,::ed by Bring ~cyoling, an oragon n~profit corporation. to C..oade Titl. C~ln.. C:n.._~_tion. '1'=..:e.., fcor the be..efit of S!\I.."" Vell,,:! Bank l:u\10nD Br.r.eh. 1l.".fi<=1ary, datad hbruuy l, ~O~1. re==.4 i'Allt'Uery :3, ~OOt, R"o.pt::on 110. 2001-0058il, Lant Coucty Official ~'cord.. to..eCUre p"~~nt of a nota tor ~HG,OOo,oo. 5. ~e land r.ferred ~o io tr.i. po~icy i. d...cribRd a. fol~o~.. ~: ,-. r(O~ .(ATTACl!lID) JowrJ L/iWLf-.SS (jU Lt E UPM 1[- L ~R..J~4 pt0.' ~ F tle Nfl of 4 13 f~' PRE.SUBMITTAl REC'O DEe 2 2008 fT c~, 6(:, 1 - Db;) <; 02/04/1994 01:41 . -....._-....~_. --" ....~.. . 5417269894 '~MI"4\D"""l"J BRING RECYCLING ---"'f) _ b~::.:' ~.':";" .~._._- . I Our 101,,, cn"-a~H811 Pag., i PIlOPU~ !)IUCRIPrIO" PARCBL l, ll.gilUling at a poi..1: On tha'110..tn.r11' dlf!l.t of WIll' 1i". of tne South...n Pacific Rmilway 1n Section 34, ~.hip 17 sou~, Racg. ) Weat ot the ~111amatt. Narid1an, 1208.~4 f..t South and 838.05 te.t ...t of thQ Yo~hwe.t corner of th. D. HaVill' Do...tion Land Cldm :110. B2, in .aid To"",.h.ip and Range, ADd from a.14 poibt of ~.ginnicg tun thenea North 14' '0' Weet .1.5 f.at to the South lic& of th. rOadway ....Nent, &aid point boing ~kQd by a 5/. ~fteh iran bar; Chance South 8S' 0'" W..t 203.1 feel: along the SOutherly li... ot the a,dating roadway to . 5/8 ineh i=" b...., thm:ce 110uth 2' ~5' S'UI: 118.5 fa.t: to the Uorr.luorly right of way lin. of the Soutl1'":lI Plloific bil....y rig-hI: of val', thence ~o..t:h 5P 42' IlIut along 8&1d rail...y ..ight ot way ~Jj. G f.et to the place of beginning, ln ~&fte County, Ore~on. . ALSO I laginnicg lit a point on the Yorth.rly right of .....y line ot the Southe... Paaifio lQilw.y 1n Sa"tion H, TOWntoi:ip 17 South, Range 3 Welt. Will.~.tt" ~.rldiar., 1~oP.J4 f..t 'ou~h aDd 03a.05 feet '.Dt ot the ~O%Ch"'.at corn.:r of th. n. ""Val' Donaticn L..nd C1al111 Uo, e2, in .aid To.....h1.. a::.: li.anglO and l:rgll eald pain:: ,,~ htl\JUu1ini :I;"\ln thence Ifcrtl: H' 30, West l8e. 0 r..t to a ;>oint or, tha North lin. of the tract of lADd ~__../ed to Sam Le",~. and rOQo:r:da~ in Boor. 35S, Page J9, ~an.. County O~n Deed R.QO~D: th.ne.. E.at aJS.il foet to t~~ Weat boundary of tb~ .tat.. high~&y, l:orm...ly High.....y No. ~il th~e 80utn 17. 22' m.st alcng ~he ~eat boundary of .aid highw.y 92_e~ ~e~t to the Narth,,:rly right of WilY ot tbo Southern P."lfic RailwaYI thence along the ri~ht Of ...ay ot tho eouthe~ Paoific South ~J' 42' Weet a~~.~e Ioat to t~e point ot ba;1naing, in Lane County, Or.gca. ~OJ Beg1nn1n" at a on. aDd ona-half inch i~ pipe "'l'k1ng tho North......t eo.."... of the I). JIIeVay Debatio.. Land Claim :1:0. 82, To\ftll!hip 17 South, .RlIUlge 3 Neec of the Wl11a~tt. Meridian; theno. SOUth 0' 11' S~. West, l032.5~ r.et aloag tbe w.at line of .aid Clailll to .. point: thanoe Bast &18.0 f.et to a point lllQrked by an iron red, thone" ~orth e,' 25' 30. Bast, ~35.3J fee~ .loag a line P.rallal with and cea toot S~therly t~m ~~ eKiatang tenco l~ne (b.ing a Cyclone F=nce, aix f.at in beiwht &nd havigg tenc~ poat. .et in Conc=a~e) to the tXUa point of b.gi~1ng, thence ~~ 8~' 2'- ]0' Ellie 98.92 ~eot to a yOint ~o t~a H..terly right Of way line ot ~.Q, Highw.y ~o. 99, thence No..th 1?' 22' 30" We.t, 9.02 teet alon" ..io! "..terly right of ....1' 1:I.oe to . point mark.d by &0 iron pin, tAaac. 'outh D&' ..' Neat 95.'0 ~..t along a line pauU.l 1oI1th &zl.d ODA toot Southerly froll. >'IlU............cl Ilt dsht aoglu to tl.. above ,"cottoned leA""' to the tr.le :>oint of b"9'i~, ill !An.. County. Or-son. oontinua15. PRE.SUBMITTAl REC'D DEe 2 2008 I B2/B4/1994. Bl: 41c 541725~nq4 BRING RECYCLIW PAGE B3 r'LI.b'::'~ ....J.~:..7.- --.~ ~ no, C!1'-;I;131189 I'~I 5 ~operty Deoaription oontin~.~_ PARCllI. ~ I BIl9'1lU1ing llt 1I point: 1178. S6 tellt South ouui IJO. U tht kat ot' the Nortbveo~ co~~ or ~e D. MCVBY Donation ~ Claim No, 82 io Section 34 ~ To~h1P 17 South. RllAg& 3 WlIlIt ot ~hll Wilhmette Medd~lIA, AIlt! run tbe=B Soutb B6. 0" Weet 203,DI t.et along tho Southerly lice of thA existing ~adway to a ~!B inch i~ bar; tbenae SOUth 2. 16' malt 118,6 re.t to. the No~tbllr1y rigbt c! ~y line at tba 9cuthaxn paoific RailwaYI thano. Scuth 53' 4~' ~.ot 41.B2 tell':/ theeC\! Waat 123.11 t.at; tlltt"". 1.av1ng tha rdlo...y right of ",ay and run N~rth 302.28 fellt; then"e ElSt '20.l5 r.et; th~oll' South 1.. 3D' Baot 145.&' fllllt to tho point of beginning, in Lan. County. Oregon. !IXl::EP'l'Dlll 'rIJ&REl'ROM that Po~Uon of !:he above .t....ct:. it any. 1yillO North of the bewuiary li"" 8otabl1eh8d in to....t C:llrtain a9~nt reaarded "0 Janu~ 17. l~S'. Recaption No. 472&P. t8l1a Colal.ty Orll5lDn Deed ROC:Oz-dI, all ~ La"" County, Dugen. PAll.C!L ) I TIw Ileac !"1!ty (501 tll"t of tho Nc~th half or t.ct 10 of .the ;>1..." o'f Brooklyn. .. platted and rec:o"q"d :1.11 9"01< 2, Pag.. U. :OaM Cc=ty..Or"!JOn Pl..t RcoordP. in Lane CCUZlty. Oregon. ". :;-- ....::.., ". .;. . ":: ,"; .' . .,. ". ., ;.;: ;, PRE.SUBMIlTAl REC'O DEe 2 2008 -~ , .' 02104/1994 01:41 5417259894 ......-. ,,~, ...... ~ "\ ~ BRING RECYCLING PAGE 04 . ~-=,~!:I '~'.4./(-"'-~-'-'''':''''-'. .' llClllitltn.J;; II' - PAR':!' r Pol~cy ~o, 31-!C30-107-00~16BQ3 tbia P01~DY ~oea net insure againat 10.8 or d&~ CAnd. th. company will no~ pay CClt., attorney'. ta.. or expenses) which arida by ..aaeon of, G8NKRAL BXCB~TI~8' 1. e. r~. Or .....8m.nte whioh ara DOt 8ho~ aa .~1sti~ lianB by tba noords of any eal<1llQ' authori!;y thAt levi.. t&X88 or aueumentl 00 real P1=t>pu.ty or by the pw;lic ra"orda. b. l>rocuding. by " p'.1blio ..gllney whicll. may result in te.><n or _SDe~~ment., or no~ice8 of eueh proae_d1Dga, whecher or not Dhown by tn. racord. o! suoh agency or by ehe public recoT.d~. .~ &. maaemertt81 lie~., anoumbr_no.., intere~t. or claim. the.eol wh!=~ ara uot sho~ by t~. publ~c recorda. b. Any lacts, righ:I, intareat., or clai~ which ara not ahown by tho public reccrds but ~ich could be ssaertainad.~ an in.pection of the land or ~ maki~ inquiry of paraona in possesaien her~ot, ), n~.~~.pancie., oonflict. in hound.ry 11nao, .ho~.ge in ara., enoroaobmantB, or Any otber tactl which a cor~ect 8~Y would d~oglo.e, end ~ich are ~~ showu by =h. pUblic ".oo~d.. 4. a. Unpatented ftljnin.g claims I b. ~elerv.tioo. or .tcep~ions in patents or in Acta aut~orizirJ9 tbe i.auanoD thereOf; c. W.tsr rights, =laims or title to water; whethar or no~ the matters exclIpted under (a), lb), or (0) are oho~ by the ~~lic r.~ord.. ,. Any lion or right to . liso, tor services, labor or material. hareto~or. or hsrsatter f~ished, impOsed by law and not shown by the pUblio recorda. .. " .' PRE.SUBMITTAI D~'. DEe 2 2DO~ .: -..' -~"- .. ~. J"" ,r , ," ,. :. . - d2/04/1994 01:41 " 54172E' , -~. - .0 _~~..... ,., _...... I '4 .:.:PL...:-l.....\ r.;:,".,; l'.~} BRING RECYCLH" PAGE 05 "I;]. 698--P. 5..~7-------- '!'~.'. SP!CIAL ~C~P~ION8, .. Any i~=Qvement loo~eudupon ehQ ~n~urmd ~roperty wbi~h 1& de.o..iba~ or datined ao a mo~ila home ~e~ the provi.ionm of Ch~ter. e03 and 820, Or~on Revi.8~ Statute. and i. aubjeot to r.giotr.tien a. provided thftrei~. '). Buamftnt, in<:lu<!l.ng the te:-m. ~ p.."vidon. tllereof, gre.r.tod t:.. Pac:'.f.(c Telephone anti Telegraph Company, .. CalirD;t'nia Cc%jj>or4tien, bl' in'tru",<>nt regarded Maruh 9, 1949, in Bcc~ ..9, P.e~ 480, Lane Coun~y Ore2on Deed ];<""o;r"-a. 'I" e. S."'",,,nt tel:' a",ining- l"OIIdway a. d"."'ribel!i" that <I"=d rec:ord"d .Jun. l.q, 1954, aoeaption ~a. 31753, Lane Count~ Cregon Deed ~aoord., " Sit.. roview aubdilltrlc!;.. ineludi"g t.:'.. t"m.. And l'""vision,. th"'reo~, notia.. of which was rlOcorded June ~5. 4993" Raception llto. 9l~950~. ('1'a:< lot lllOO) NOTS; TAXv8. A~$e~.or'. Map No. 17 '03 J4 4 4/ Code 4-l4, ~OOO-2CC~. &8 fOllOw., . #1600, Aooa\lnt No. 2018(4., in th<o ","o""t of ~3,68e.Sl; #1600, Acoou=t NO. J019S1. in ~I Dmonttt o~ $1,953.,0; j12400, AllOOUDt Nt;>. 301943, in the DIllOWl.t ot, ';6.02, Al.iI. PAID IN P'~'LL. Mobilo H~ Tax~~. COde '-11, 3000-2001, .. !olloWG' Aooount No. '0~7351, .~unt O~ $36,09; Account NO. 4007918. &mou.nt at '53, 8~. AtoL I>AID ~lIl."ptll.L. ~illboard only Aco~unt No. 1801415, in tho amOunt. of ~S6.9~i ~~:p :1:11 J'tlLL. ..... "\. '." '., ~~' PRE.SUBMITTAl REC'D DEe.. 22008 .. ~ '.1 ',',Vi ,,}. "j :. _I.t: 02/04/1994 01:41 -... ..................'........ 5417259894 ,-,-.~".JI"! "',-""""I~;;:H-'tl'.) BRING RECYCLING PAGE 05 NO. 698~. 6/~- ..~-~_.- BCK2PULI 8 - PAR~ II Pcl10y ~o. 38-30~O-107-0001~803 In addition to t~o matter. .at ~a~th in iart ~ or ~hi~ SOhedule, the titl~ to the e~tat. or interes. in the land desoribed or referred ~o 1n gche~ul. A i. 8ubject to t~e rollo~ing ~tt.rJ. if eny be .~~n. but tho ~cmp.ny in.urea that ouoh ~.ttere arB .~~ordinat. to .the lien or charge of the ineurad mortgawe upon e.ia 8RtMtB or in~.rqet' 1.. l'I..i\lDft\.ont af L...."'" ...,d Rente, including \:he to;nne and ;>rovia;l.onB tl\e..aot, troll arb.g li..ayclinSf,,,,, or..gon nonprofit corporation. to .S;l.u.:a~ Il'aU.,y lank ~!lIt.... Sra.noh, daeo<t FoJonu-y I,. 2001, ..ecorded "..bruery 2, 2001. Reception No. 2001-0Q5B~4. ~ane Oour.ty Oftici..l Recorda, 3, Plnanoing StatemBnt rocorded February 2. 2001. Rftception No. ~001-0a59~5, ~ane County O!fioiel R"co~a, l!e~D &xing RecYclil~, ag ~~b~or, ..n4 8i~.lav V&llay Bank ~'iene Braner., aa Cvaditor, with .cc~rity i~fo~ation ob~etnable f~om or&dite~. .,'1,,41 <'"ijif , i ~. : ","" PRE.SUBMllTAI D.~C'D DEe 2 2008 ;: ---....--- ~ .B'2/e4/1994 'el:41 541726~"4 BRING RECYCLI,'~ PAGE e7 .],,;:,~,"~~"'~Jt ......~,,,.~'''''',-,,,...' .'lU.r;;o~:;j .... (,'( ..._,--~.. ;;,. ~~.. ;H'S~~~; ;;S~;:~~'N8 .,.:. ~% l .,.ii' "PPDPERTY. THE GOMPM~v ASSml"S ~"..' ; 'j:. 11 't : NO LIABILITY FOfl '~CCIJR - - ~. ~ J:"~;_ 4....,..,.\A. -.. ",~..",fI.' ':, '~ ....r;rc, -.. -..... ._. _". ~ , i 1300 1402. 004- '4' ~ , ) L\~~~ .... : o\j"'\ l' ... ..~ <<;to .~.~) ,,#', . "'~.... "". -~-' '.z~~' fO it: ., ,. . q,-"",_.c_,.'_ ,./--",' ~ I- -'"; ~ " . I llf ~ . , .. .. . 1400 " ....-..:--. ..... ,_. . ._------ - C.T~.C - - - - - -- - ......;... _ .... " -,'401 .... . PRE.SUBMITTAL REC~ DEe 22008 . II', 1', " l' : 2'400 b.. ~! 1600 H~' S8""CE"f'''' " ~&~ f':I~,,~' ~..TT_ ~...urfll .. . '" I~oo ~ . . , " . ~ " ..' * 1:'. ~Il. . ~ ;' ~ ~i .. i~ .It 1 ) t. ~i \ t ~ .~ J~~_~ JPIU-. ,.t.... ..,' .. ~.., ISDO :j' ",' ~ ' c. Ah~,._ ~.,... '" ~11( ""',4' ~ ... ..) ). , /' 3300 0.66 ole. F'r.L.1 82/84/1994 81:41 5417259894 BRING RECYCLING .,. RETlJ.~N 70 CASCADE TITLE CQ. ~q- L<-3L.:!>9 ~ EUOO-99"l'\ ""'" Di~'uJon of Chief D~utv CI~rk L.ne Cou~~y De~d5 .nd ~.cords " 200l-B1SB9J ~1~1~Ji![~1(III1W~J!~lllil~II'11111111 , . 02/02/2001 01'05'.9 PM RPR-OTR Cnlcl SlocS CRSUIER.5 ..0 t4..00 $1.... tit... $61.00 \.,..../):I,,~:slJ-4~,_Oll.Jln oU{nn . Space Above ThIs line For Recording Deta When recorded retUrh to SiuarBW Ven.,V Bank. 260 Countr.,. Club Road, Suite 230. POBox 11628, Eugene. Oregon 97440 DEED OF TRUST ....1 \ 1.. , 'il" DATE AND PARTIES. Ttitl d4te of this Deed Of iru8t (Security Instrument! is. febrUt::lry 1, 2001. ihe parties and their adctreS8'E18 era:' ^ l" GRANTOR: BRING RECXJ;JJti1l 8n Oregon(e(ffPD,~trJ;f P.O. Box: 885 Eugene, Oregon 97440 TRUSTEE: CASCADE TITLE COMPANY Corporation . , Invalid stMe abbreviation LENDER: SIUSLAW VALLEY BANK EUGENE BRANCH Organized ltnd existing under the laws of'Orogon 260 Country Club Roed Suite 100 ' P.O. Bo. 410 Eugene, O!Bgon 97440 ,. CONVEY AN.CE. For good and Vi!lll!.oble consideration. t-he receipt Bnd sUffh;:;lencv l)f which is at:knowledgod. and to S.~f;ure the Secured Debts llInd Grantor' $ ~erformanc8 under this Security I~Btrument. Grantor jrrevoc~bl.,. grant" Convey!!. end sells to Tru:!:;tue, in trust for the benefit of leneter, with power of sals. the followin9 described propClrty; See Attached EXHIBIT "A" The prl;Jperty is located in L:me Counw &t 4446 Franklih Blvd.. Eugene. Oregon 97403. Together with ell rights. easements, appurtenahce9, rovo.lti85. mineral rights. oil and gas righbl. crops, timber. all diversdon payments or 1hird party pOlyments. mode to crop producers and all exietinQ end future improvem~Ms. struc:turet:. flxturas, and raplecemel1ts tne.t may now, or at ony time in the future. be pert of .the real e!tate desc:rlbed (QII re"erred to 89 Propertv.. Thle Securiw lhatrument will remain in ~ff"c:t vntil the Secured Debts end all underlying ogreements have been termlna.ted in writing by Lender. 2. MAXIMUM ObLIGATION UNlIT.' The" totEd princ:lpal amount secured by this SlU:urity lnl>trumant at Qny one time will not O);c:eed $396.000.00. This limitBtion of amounl: dOD5o not include interest end oth,r fees ~nd ch8rge~ validly made pUr$Ullnt to thi$ Security Instrument. AllIa. this limitation does I'ot apply to advances mede under the terms of this Sec.urlty Instrument to protelet lender'!o $ocurlty Bnd to Dlftrform el"\Y of thecDvenents eohtalned in 'hII;' Security In.a.trument. 3. SECURED DEBTS. This Securlty Instrument will secure',the folfowing Secored Debt~: A. Speclflc Oebts. The following'debts .and 611 ~xt-en!o'ori.8, renewals.~refinBncings. modificatiDng and (ep\~l::"'m8n's. A promissory note, No. 1000065691. dated February', 2001. from Grentor to lender, and a IOi}n 8moun~ of l\3Q6.0C)O.OO end maturing Oh rQbruery 1, 2006. E1RI"-lGR_c,.t:IIMO O."'JO...P.....OlT...orc ORI.U:::tX.;U"npllO....~eol)OOJZIl5l)20011 ~Ol 'f - , live BlIMtOlD Syl1.mos. I~.. 51. CJl;lvd; MN C ,nlu.IOIM p,.o., PAGE 88, PRE.SUBMITIAL REC'D DEe 2 2( 08 ...;:- ~.. --- -- - ..J ,~.. - 02/B4/1994 B1:41 541725' '4 BRING RECYCLI~ '~, t, , , 8'. Sums Advfll:'1c:vcI. All s,um& advCJnced and expense!;! Incurred by lender under the terms of .this Security Instrument. , ,-,4' I -: .1 4. PAYMENTS. Grantor 8gree~ that nil payrnl':l:nb> under the Secured Debts will be peid when dua and in tlccordenee with the term!l of tl1a Secured Debts and this Securlty.lnettlJmeht. '5. WARRANTY OF TrrLE, Grantor werrl!ln1$ that Grollntor is or will be lawfully seized of the e~te.te corweyed by this Security 'l1strUment ond hC5 the right to irrevocElblv gram, convay Gnd sell the Pr()J)ertv to rruBtee, in trust, with power of !Iale. GraMor 1I1ao warrants thet the Property i$ unencumberoo, except for enculllbrenc=.e!l. of record. . . . 6, PRIOR SECURITY INTERESTS. With regsrd to any othl!lr mortgage. deed of trust, s:ecurjtN' agreement or other lien document that creatWd a prior security intere~t or encumbrance on the Property, Grantot agrees; A. To mnk.. all payments whel1 due Bnd to tlerform or comply with all cove.na"nt!o. B. To promptly deliver to lender any notices that Grantor rlctives from the holt1~r. C. Not to allow lJtl'v:;,-modificBtion or extensioh of, nor to request any future ~dV~nCEl8 linder any note or agreement :&Il:leured bV the lien document without lender's prior written eonsoht. . . 7, CLAIMS AGAIIVST TITLE. Grantor will pay fill ''tIllXIl:l&. assessments, liens, eneumbrZlnC9&., loese pllyments, ground rents:, utiliti.s, and other charges relating to the Property when due. lender may require Grantor to provIde to Lender copie;s of 1I11 notices tt'la't such G!T1ountsine due and.the receipt::; evidencing Grantor'!! payment. Gr{mtor will defend title 'to tI1e Property Ilglllnst &ny c1alm& that would impair the Ijen of thie Security Instrument. GrMtor agrB8" to assign to Lender, alii rOQu9sted IlV Lender, any rights, claIms or defense.!!. Gnln'tor may have Gg;,in:9t parties. who supply labor or materi&ls to malntai!" or improve thlt Property. .' e. DUE ON SALE. Lender may. at its option, d"tlara the entire balance of the Secured OElbtst''O be immediately. due and payable upon tho creation of, Of contract for the creation of, el traMfgr or Bale of the Pr~pertv, Thi$ right is subject to the restrictions Imposed bV fedorel law governing the preemption of state du~on~sale law$', as applicable,' . . 9. 'TRANSFER OF AN INTEREST IN- THe GRAN'TOR. If Grantor;$ ~n entIty other than 8 nl!lh.lr~I~PBrson (such as a corporation or olher orglllni2':tttlonl. Lender mAY demand immediate payrtltlnt If: . A. A b~nefici81 interest In Grantor is.$old or transferred. ' B. Th~re r!; .ochlllnge,in either tho identity or number of memba/8 of e pa,rmership or simlla~ entity, C. Then) Ie e c"enge in ownerShip of more than 25 percent of the voting stoel: of, El ~or~or~tjon or similar entity. .,'.' HOW<g."lI3f, l8f\Q9f ml!iY 1'11)\ demend' payment in the ebove ,ituetio:ns if it Is prohibited bylaw Z18:0~ th-e date of this Socurity ln~trument, ,. 10. WAR~ANTIES AND REPRESENTATIONS. Gral'lter makes to Lendor the following::'warranties l'Jnd representetion; whlcP will continue llS Icrng 89 this Security Imltrumenl is. In effect: . . A. Powor, Gnm~or is duly orQ'aniz~, l!II"Id valldlv exi!lting and In good standing in al~ J~ri~'diction!i in whi~h Grantor oper~te8. Grantor has the power l!Ind authority to enter Illta.thls tr~n!lQction Gnd to ~lIrry on Grqntor'$ bU!liness or actl.....lty as: it is now being condUcted and, as applicabla. i!l Quelified 'tG do &6 \n 1:!9ch jurisdiction in whIch GUlntor operates. ,:; B. Authority, The e~Beutlon, delivery ~nd performance of this Security In'trumant and the:~bi.iglltion evidenced by this Security Instrument lire wIthin Grentor'& powere, havG been duly authorized, h'i:lYB recei....ed all ngCe8sary governmental epprovGl, will not viOlll.tellny provision of l.ow, or order of court' ~r governme"nt&l tlgsncV, und will not vietste any IIgreement to which Gnmtor is a party or to Which Gr~n'tor is or eoy of Gr~ntorl8 property Is subject, >, :.. C. Name end f1Il11cl! of Buslns!!s. Other th~n previoLlsly disclosed In wri"ting to. Lender. Gran"tor'.httf> not changad Grantor's nGme or principal place of business within the last 10 years an'd has n01 used llnyother trade o~ fictitious nume. WithblJt lendar's. prior written Constllnt. Grantor does not ,gnd will not U:se any other nerne ~nd "",ill preserve Grantor's existing MmB, trede names iimd fnmchis.es. ." '. ....:. . . . . . .~;~.,,~~~. 11. PROPERTY CONOlnON. ALTERATIONS AND INSPECTION. Grantor will kgep the P~operty i!'l good condition ", and make ell repllirs that ore reasonably necessary. Grantor wtll not commit or allow any WI'6t~. rmpalrment, or detoriQratlon of the Property. Gmntor will keep the Property free of nox.ious weeds enct g'rassef;; Grantor agrees th.;t the nsture of the OccuPo!lncv end use will" n01 sub$:'tl!lntli!llly chB"-~e. without Lende.r'$ prior written consent. Gtllht.m will not purmit a.ny ch"nge in eny Iicenu8, restrictive covenent or ell:sement without le'nder's prior writtttn consent. Gr&ntor will notify lender of ell demands, proceedIngs, clBims. I!'hd actions agllirn~ :Grer1tor. end of sny ..Iosl!. or di:lmage to the Propertv_ t "..._' , :... ..'... . . j No portion of' ths,Property will be removl)d. demolish"d C;lc materiallv 1Iltered without L\!Ihd'er's prior writteh conSEl'nt except that Grantor has the right to"amove i1:ems.of personDI proportycomprising tl part of the Property th/!lt bec~me WorM or obeol&t., provid1:!d that 8~ch per$Onlll property is reple;t::ed with other "p.raomd property /!It lea$t equal in velue to the reDlaclbd'per!lonel property, fr8& from'env title retentIon device. security agreement or other gneumbraf\ee. Such ft-pl./lcament of personal property 10'\1111 be dftomed subject to the 5ecurlty interest created by this Securltv'ln!ltrumflnt. Grantor will not partition or Elubdrvide the Property without Lender's prior written conSlent. - L~nd9r Of Lo"d.r.B llIaents mev. at Lendl!l,'j option, en1..r th<;l PrQPertv at ..ny ~"C1$;on61bla 1Irn...for th9 DurpOI!l~ 01 inf<p~c:tlng the Prop.rtv. lender will give GrentQr notice llt the time of or before en .in9pectlQn specifying 1lI res~onl:lbJe purpbsc::: far the i""p.ction. An'f Inspection ot the Property will be entirely for Lender'S benefIt ~nd Grontor will in .no wev rely on'lend~r's ln9pecticfl. tlRrNGRIl'I:YClllllo o...o,on O"..dOI"rruwl 0~J4X.:t;O:t..n",OO442(lOW0314$02.00' 1801 y .1996 B.lItlhr.. SWl'l'OIlI. Inc.. SI. t:l6ud. MN C l"it;DI.~ PeO_2 PAGE 09 PRE.SUBMITTAL REeD DEe . 2 2008 12. 'AUTHORITY TO PERFORM. If Grantor foils to perfar,.., Bony duty or any of the CO\lBnents cQnt(lined in thia Security Instrumont, lender mev. without notice. perform or cllusa them to be performed. Grantor fl.ppoinU Lender as. attorney in fact to sJgn Grantor'.s nemtt or pay any amount nece,.sary for'performance. Lender' I> ri~ht to porform for Gr.'mtor will not I;'ellto i!ln obligation to petfo.tm, &hd lends,'t; feilure to parform will not preclude Lender from exercising any of lander;s other rights under thB law or this Security Inl51rument. If Dny construction on the' Property i.s di"continued Qf not carried on in III rcuQn{:lblo manner, Lender mllY take all steps necessary to protect lender's $eeurity interest in the Prope:rtv. including completion of the construction. 13. DEFAULT. Gr&ntcir will be in dehult If any of the following occur~ A. Payment3. Grantor fl:llls tD'rna.ke 8 payment In .full when ~ue.. ,I~ B.ln,olvoney. Grl!lntQr m2lkea a".asslgnment for the benefit of creditors Dr becomes Inaolvent. either becau:m Grantor's Iiabilitiea exceed Grantor's as.Stlts or Grentor i$ unable to pay GrCl'\tO('S debt$- a$- they become due. C. Bueln6!1!11 TermInation. Grentor merge$;, dinolvlI", roorglll"\Ize5, Imds Its bO$lnes5 or exh.teneo, or l:l partner or mi!Jorlty owner dle~ or is declered legally incompetenl. .- O. FeRure to Pllrfortl.C.' Grantor fol(s to perform any concj'ition or to keep any promise or covenant of this SflCUrity Instrument. E_ Other Documents. A defllult OCcurs under the terms of Bny other tren5l1:u:tion docuTTll!nt. F. Other Agreement~. Grantor is in dof8ult on any other debt or egreement Grantor hBg with lender. G. MI:Jrepre3ehhltlon. Grantor makes, Bray verbal or wriltel'l stetemont or P"ovide~ OhY fihDncial information that is untrue. InacclJri!lte. or conceals ~ r1leteriqI fact at the timo it is m~de or provided. H. Judgment_ Grantor f~jJ$ to satis.fv or appeal tinY judgtn8I"Jt i09zdnst Grzlntor. I. J:orfeiture_ The Property is L1~e;d ih ~ monner ot for 1I purpose that threatens confiscation bv a legal authority, J, Neme ChangB. Grantor ch8nge~ Grantl)t'$ nllme or <ts&lJmea an additional name wIthout notifying Lender before meidng such e change. K. Property irehlrfer~ Grantor transfers ell or.~ sub1ihmthd pi!lrt of GrBntC?r's money or property. lhis condition of default, 8B it relate!! to the transfer of the ProlJerty, Is subJect to the nJ!ltrictions contained in the DUE ON SALE section. . L PropertyVelue, The "'Blue of the Property declines or is Imparred. M, Me1erlel Change. Without tir$t notif.{ing Lender, then! iB '" material change in Grantor's; businu.(;. including owner3hip, maf1eg~m.nt, and fini!ll1c1al conditions.,...,:: _ _..@.. . N, In~ocurlty. Ltlnder reBaonebly believes 'h8~J1o,,:,~~"c\.lre.. . 14.. RI;M!:DIES. Lender mey ute lmy end i!l1I r,,"edies lender hss under state or feclerbllCt.w Qr it'! ttny inMrument evidencing or pertaining. to the SeeurQd DobtB. Including, without limitBtion. thl'l: Dowor to soli tl10 Property. AhY "mounts advanced on Grllntor's behalf wll/'be ImmedIately due end mav be addBd to the bl:lltmce owihri undet the Secur"d Debts, lender rnay make ! el~il'T'l for ..,ny and all insurance benefits Of refunds thet may be available on Gr-(IIntor's defelllt.' I . . , . SubJl!Il;:t to Bny rlgh.t to cure, required time IIchedules'or otl1er notice .rights. Grentor mc.v ~ave under federal snd $tllt'.l law, lender may make 81f or cny part of the amount owing by the terms of the Secured Debts immediately duu IInd foreclose this Security It'lfitrument in s mann~r providod by law upon the occurrence of e default or tlnytlme thereafter. '. If there is 8 default. Trustee wfJl. in addition fo bny other permitted remedv. at the '~que.st at thelander, advertise I:lnd sell thlJ Property a9 0 ~hole or in sepZlrate parceb: at public auction to the highest bidder for ca;sh end convey absolute title free and c1eer of ell right, title l;Ind interest of Grantor at such time end place u Trustee .designates. Trustee will give notice o.f $ale Including the time, terms and pli'7ce of aale and 8 description of the Property to be sold a& required bV the ftpplicabla lew In effect at the time of the proposad 8ele. Upon !Jole of the Property Clnd to the extent not prohIbIted by Jew, Trustee will make and deliver 11 deed to tl1e Property !told whicn eon"eys absolute title- to the purcha'ier, and after first paving &11 fe&tJ, ch~lrges and coats. will pay to lender &11 monoys cd....enced for rep~ir$. tOX86. insurance., liens, eS$e$$ment$ "lld prIor encumbrance9 end int'.lrnt thereon, and tho principal ~nd interet.t on the Secured Debts, pavin'g the 5lJrplus. If any. to Grantor. lllhdl.'r may purchase the Property; The recital, in (lnr deed of conveye!1ce will be prima f&c1a evidence of the f ",cts set forth therein..' , . All remedie$ ere distinct, cumulative 8nd not exch..I!1ive, and the lender 16 Bf"ltftled to oil remlJdies provided at la~ or equity, whether or not expresBly get forth. Th" cCcBptence by Lender .of any BUm in payment or partial payment on the Secured Debts after the baltmce Is due l)r is Dccelerated or tlfter foreclo~ure proceedLngs are filed will not constitute a wehler of lendet's right to require complete cure of 8nv ex;i9.ting dehlult. By chooslrig any one or more of the"" remedies L.ender does not give up Lender', right to use IIny other remedy_ Lender doe$. not waive a def-1iult jf Lender ehooses 1'10t 'to use e; rem&dy. By electIng not to uu any rarnody, lender does not waive .len'der's righl tD later consider the evant a default and to lJse any remedies if tne default continues or happene ",gcln. 15. COLLECTION EXPENSES AND ATTORNEYS' FEES, On or ofter Default. to tt,e ex.tent cermitted bV hlw. ,Grantor agrees to;pay ell expenses of collection, enforcement or protection of Lond'l!lr's rights and remedies ullder . this S~buiitv;l~gtrumcnt.~'Gr~ntor egfaElS: 'to p~yexpe",~~s for Lend.r te lnspect Bnd prl!gerv~ the Propt!lrty ond for 'eny.;.'ecordatfotl Coats of releasing the Property from thIs Security In!itru'mot'lt, EXDeneee Include. but 8'6 nQf 'itnit,,~~tc! ~ttorn?y;'. tees, c;our1: c030ta end ot!)"r relJ~1 clI:pBnaeEi. Tt)es8 expen$Cs tire due and peyeble immediately, If not peld Imm"dl~tely. these eXpen6es will bEl~r interc,t from the date of payment .until pldd In full lit the h;ghes.t internt riYta in @ffect:!l5 provided for in the terms of the SBcured Debts.. To \tis extent permilted by tot! United States Bl!lnk.ru~tcv COde, Grantor agrees to pey the ree.soncble DttorneYB' fee, Lender Incurs to coll'.lct the SecurlJd Debts as aW8rd~ by any courl exercl51ng Jurisdiction under the Bankruptcv Code. I:lIl.IJJGIl."y"II"O OI~OnO.lIldO''fIU:It OI\Iu:u.x~.npOO".Z60000~24!0200118()1 y - '\11)6 BDnhl'& SY'~...,.,ln~" SI, Ch:oud. '-1'-1 e 11I1l1..looft ~.ll..J PRE.SUBMllTAt Q :C'D DEe 2 ZOOl ".~ '" ".... ,L." .~" , 02/04/1994 01:41 541725 '4" BRING RECYCLH 18. ENVIRONMENTAL LAWS AND HAZARDOUS SUBSTANCES. All Usgd in thif: 9oc~io.n. (11 Environmont;!!1 LlIW ""eQn!!. without limitEltion, the Coml='rChaMlve' 'Envlronme~tl!ll Response, C3.mpens"tldn and 'liability Act rCEAClAl, ell other federel, $tQte rand loct!lll;!!w$', rOlJullStlons. ordlnllnceD. court ordero. attorney genl!lrcl opinions or Interpre11ve letters concerning the public: tUH'Ith. safety, walhre, enVlrOhment or D hatardoU5 $UbstelhC:~~ tlMd (2) He:zardous Substance: rnetlns flny tox'c~ r~dloactlve or hazardouB materiel, waStte, pot!utont or contaminent which has characteristic!l which render the $Ub$:UII1CI) dangerous or potentially dangerou8 to the public health. safety. we:lhue or environment. ahe term inr:llJde.s, without limitation, lInY 1>ob&tances defined liS "hazardous mllterh:al," "~OX!c substance." "hezerdous WBJte:' "hazerdous $ubst~nc(J:' or "reglJl",ted subst;,ncs" under any EnvIronmental La.w. Grantor represent!ll, Warrtlnt$ lmd agrQl96 that: ,I~ A. Exetpt as prevlo\J~'Y dIsclosed Qfld Bclr.nowledged _in writing to Lender. no HS2:Brdou~ 'Substance has beefl, is. or will be located, transported, manuffactured. tretllteld. refIned, or handled by Bny per90n On. under or about the Property, el(cept in the ordinary eourSe of bu.slnes8 and in strict compliance with all flpplicable Environmontal Ltlw. 8, Except as previoll~IV C(is:closed (tMd ;!Icknowledged in writing to Londer. Grillntor hus not Bnd will not cause, contribute to. or permit tho release of any He2;erdou" Substt!lnco on the Property: C. Grantor will immgdJ,,1ely notify lender if t,l' II r.leu$ or thrslltened release o_f Hezardous Sob!ltence occurs on,' under or about the Property .or migrate$ or threatel1s to mlgn!lte from nelH'by property; ~r (21 there i~ e violation of lIny Envlronmentsllaw concernil1g the Property. In Buch en fWB"t.G:rentor will tb_ke ~l1nece$$.t:Iry remedial betion in accordance with Environmental Law. D. Except Bit previ()u~ly dil;ch:H;ud and acknowledged in writing to Lender, Grentor has no knowleclge of or res son to believe there Is any pending or threotened in"'9stlgatlon, claim, or proceeding of any kind rch~ting to 11l sny HB.lardou$ SUbshnce loceted 01). und~r or abolJt the Property; or (2' any violation by Gr(tntor Qr ony tenant of OilY Environlnental law. G~antor will immedh:ately notify Lender in writing a$ 's:oon -e$ Grantor has reason to believe thcrei$ any such pending or thrM1:ened investigation. claim, or proceeding. In such an ev.ent, lender hs.9. the right. but not the obligation. to participate in any such proco~ding including the right to recei...e copies of any documents relatIng to such proc.edingl5., E. El(cept as prev!Qusly disclosed Bnd l1Ckl1o\lvledged in writing to Lender, Gr6ntor Md eVBry tenant have been, are and will rem&in in full compllence with onY.applic:able,Envlronmentel Law, F. Except as previously di8c1oeed and acknowlt!dged In writing to Lender~ thl!rl!! ara, nO' ul1derground storage hnks. privete dumps Of op13n wells located on or und(jr the Pr~perty and no :J;uch te.nk.. dump or well will be rJdded unless lender firf:t con8ents in writing. .. . G. Grantor will regularly inspec;t thIJ Property. monitor the activities zmd; opera11ons on the_ ~roperty;r8nd confirrn that all permits. licenses or'approvals required by.my lIpplt~able-Environment81 l8w~r9 obtl1il'!t3d'al1d complied with, I H. GrZlntor will permit. or caus!) .any tenant to permit. Lender or Lender's egent to entor 'and in&P8ct the Property and revirw (Ill r.cords a.t any reasonabllt time to determine (l) the exiS1:enee; It:lcl:Ition 'and neture of any I-Iazsrdous S~batbhce on, under or. about the Property; 121 the existence. location; nbture, and megnitude of "nv Hazardou, Sub&tonce ,that has been rd",,,sed on, under or about tha Property:. Dr (3), whether or not: Gnmtor and erw tenont lirE. In compliance with Gpplic"bla Environmental Law. I. Upon Lel'\der', request snd !!It any time. Gt'entor agreos. ot Grantor's ex:pense" to etigl:agtJ a qualified environmen1al engineer to prepare an environmental audit of the Property and to !lubmit the results of such audit tQ lender. T~e: choke of the erwironml!lnt~1 engIneer wl10 will pflrform such eudit is subjoct to Lender'.s approvel. ;. . < J. lender has the right: but not the obligBtiol1. to perform ilny of Grantor;s: obligations under tlii, section ~t Grantor.'s expl!ln~nt, '. . :.: K. As 0 consequel1Cl) of any breech of any representBtion, wl!lrranty or promise made in this sectIon. (1) Grantor will indemnify ~nd hold Lender a.nd lender's, $UCC~&llora or Bssigns hermlo$~ frgm:a.l1d again:J;t all 1088eo, claims, demandB,.liebilitie$, domages, cleanup. reoponse Bnd remediation costs, psnaltieB anD expen$es. indudil19 without limitation al/ cOsts of litigation and attor~evs' fees, which lender and lender's, succ'es:so~s or assign" m6iV Bustaln; a~d 121 lit lender's di'cr~tion. Lender mey release. this Security Instrum~nt and in return GranTor will provide Lond~r with collfl"eral of at least equal valuo to the Property secur"d by thIs Security In!ttrurncn't wIthout prejudice to any of l.encler's rlghtB under this Seeurlty Instrument. . .'.1 L. NotwIthstanding ony of the lallguage contained in this Security Instrument to tho contr~ry. i-he terms of this $(lIctlon will !lurvive any foreclosure or satisfaction of this Securltv Inotrument regardlsI!I6 of any pa.9.soge of title to L~nder or\eny disPo1>ltion by lend"r of any or ell of tho'Propert';". Any c1airns and defenses- to the contr&rv . are hereby waived. ,", I" 17. CONDEMNATION. Grantor will give lender prompt notice of any pending or threatened action by priv;:,.te or publfc en,tit;es. to purchi!'!la or Utk.flI any or all of the Property through condemnation. eminel'lt dom~ih. or any other mebns. Grantor lIuthOrlZBB Lender to Intervene in Grantor's name in any of th9 above dS!lcribed a.ctions or claims. G'a.n~or ossigns 10 LOndor the procel1ds of IIny award or ch:dm for dameges Ccnnoc:ted with e condemnation or other toklnQ of ell or any pint ofthe'PropiSr1y. Such proceeds will be considered poymentBand ~m be armlied as provided in this SecuritV',ln&trumem. This. fIIulgnment of procol!lds Is subject to the terms of lIny prior mortgi:lge, deed of tru!f.t. security agreement or other lien dOCUment. 18. INS':lRANCe, Grantor agr..&s to k:eep the Property Insured 8gain~t the risks res !ton ably 11590clated with the Propert'(. Grantor will Mtlintaln thi!i inaurenc. in the emounts. londliJr requites. This ihS,Urtl";~e will lest until 1h_ Property Is releeBed from this Security Instrument. Gr8ntor may choose the in&~rance compl!lnv. subject to Lender's appra....fll. which will not bo unreasonably withheld. BRINGlhcvcllng Or.;:Oh O_dOf1'",... OAf-\XII(XXl."1lOO"42.G00003:l:C~020a1180 I Y .'9959.3nl.... sr""."'., Inc., &1. 091.1"" M~ C 1,,111.,. !k... P'1I0.. PAGE 11 ?RE-SIIBMIITAl RECIO DEe 2 2008 02/04/1994 01:41 5417259894 BR I NG RECYCLI'IG PAGE 12 I All in3~r8nce palides and renewals will Include i:I :stondbrd "mortgage clause" ;nd. where Bpplle/llble, "10$$ p8yee clause:" If required bV lender, Grantor egress to mBlnt~ln comprehensive generBlliability inS\lTanCBend rental lOBS or busIness Interruption Insurance In Qmounta .i:lnd under policies tJecoptable to Lender. The comprehensive ggneral U/lblllty Inliut~nce mLlst name l~nder bos I:In additional insurl!ld, Th8 r~ntB' 10.1$ or businS5!l interruption in!:;urElt)cto: mU.$t be in &n amount equt.ll to tit le~$t eoverf!lge of one year'$ d~bt service, and rsquired escrow account deposih lif agreed. to sepftle.tely in writing.' Grantor will give lender snd the in,urance companvilnme(iiate notice of enr 1030'. All insurance proceeds will be . applied to res.torBtior'! or repeir of the PropertY or to the Secur&d Debts, at Lender's. option, If Lencler a.CQuires the Property in d~mftged condition, Grantor's rights to OilY Insurance' pollcleo and proeCli~d~ wUl Dl!ln to lender to the extent of tile Secured Debts, . .I~ Gre.ntor will immediMelr'notify lender of cQhcellatlan or termInatIon of Insutonce, If Gt!titOt fail&: to keep the Prop",rtv insur9d Lender. may obtain insurance to protect lender1s interest In the Property. Hils Insurance tnllV itlclodll' l;ovor~99S not originally required of Grantor. may be written bye company other than one Grantor would , choate, and m8Y be Wrlt!~h ot a higher rete 'then Grantor could obtain if Grol1tor purcl109ed the insurance. ' 19. ESCROW FOR TAXES AND INSURANCE. As provided in '" separa.tIl agrslC!ment. Grantor agrees to p<lY to Lender fund3 for taxes e.nd'i'n$UrllneO in escrow. ~ 20. CO-SIGNERS. It Grantor sIgns this Security In5trument but does not sign the S6curod Debts, Grllntor doe$ so only t~ convay Gr8ntor'~ interas.t io the Property to socure pllVmO/l't of the Secured Debts and Grantor does not. agree to' bo p6tson~llv liable on the Secure.d Debl~. If thi$ Seeurity In:strum"nt Secures ~ guaro)nty b"tweGn lender and Grantor. Grantor egrees. to waive any rights thin mey prevent Lltnd&r from bringing l'Jny ~cti()M or claim ag&ins-t Grantor or ony P&rty Indebted under the obligation, The~e rights may include. but "rs not limited to. sny antj~ deficiency or onllJ-ell;:tlon IllwS, ' 21. SUCCESSOR TRUSTEE. lender, at lender's option, mey from time to time remove Trustee and appoint a' succe:;:;or without ony other formality then the dC'sign~tion' 'in writing. The successor trustee, without. conveyance 0-1 the Property, will succeed to all the title. pO\Nsr Bnd duties. conferred upon Trustee by this 5ecLlrity InstrUl1lent and applicable law. 22. WAIVERS. Except to thl;\: extont prohibited by' law, G.rsntor wei\les. ell epprais:.ement end homestead 0xemptlon' rightB rBI9ting to the Property: 23. APPLICABLE LAW. This Securltv 1~8trument is:. governed by thl!llows of Oregon. except to the extent otherwi~e reQuired by the I"W6 of the Juris-diction where the Propeny is IOCllt&d. ehd the ~nlted Sti:ltgS of AmBrk:o. 24. JOINT AND INDIVIOUAl'lIABILITY 'AND SUCCESSORS. Elich Grantor' S obliQation~ under this Security Il'suumem: art) independent of the obligations of any other Grbntor. l(fl"ldaf m"y sua each Grantor Individually or together with any other..Grantor. lender may relepse any PZlr1 of the Propl!rty and Grantor will ertJlJ be obligated under thi3 Security !n.ttnnnent for the remeining Property_ The duties ond benefits of thl:J Security Instrument will bind and benefit the sUccessors and ag~igns of Lender and Grantor, 25. AMENDMEI\IT. )NTEGRATION AND SEVERABilITY, This. Secl!r;ty Instrument 'maYlnot be amended or modified bv oral egreom'l!llnt. No 8mendm~mt or modi1ieation of thhl Security Instrument isl effective unle~s made in writing sod tlxecuted by Grantor and lend!;!" Thi.t Socurity Instrument is the' complete snd fin~1 expression of the egrecm.nt, If lIny provIsion of thi!:. Security Instrument is unenforceable, then th. unenftlrcoable provision will be severod I:Ind the remaining provisions ~iIl stili be enforceable. 26, INTERF'RETA1"IOI'tI: Whenev8f used, the singUlar inc1ude~ tho plural and the plural incllJde$ the singul~r, The section headings are for convenience on Iv end are not to b8 usad to Interpret,or define the terms 01 this Security Instrllmen1. 2.7. NOTICE. FINANCIAL REPORTS AND AD'DITIONAl. DOCUMENTS. Unles~ otherwi$tl' rlC'ttuitod by 11Iw. <Jny notlc;a will be given by de&...ering it or mflilir19 it by first c1~ss mall to the appropria'tll' parw's' 8ddf01i:!i listed In the DATE AND PARTIES ~eetion. or to any other acfdres$ d(lsignllted In writing. Notice te. onE! P&rty will be deemed to be notice to ell psrties, Grantor will illform londor in writing of Bny ch6nge in Grantor'a no')me. "ddres8 or other application informlltlon. Grantor will provid& lender sny 1inanciel statements. or InformatIon l~nder requests.. All financial st~tumenta and infQrmation Grantor gives Lender will be correc;t and c;olTlplete. Grantor agree$ to &ign. doliver. ;!nd file any ~dditional documents or eorti.icl1tlons that Lender mey consider necasaarv, to perfect. contInue. end pre"ervtl Grllntor'B obligetil)ns under this SecLlritv Instrument llnd to confh"m,len-ders lien s1atus on llnv Property, Time is of the essence. < :j-+' SIGNATURES. By signing,. Grantor 8grees to tile terms and covenents Grantor algo acknowl~dge8 rece.ipt of a CODY of this. Security In!C.trurn"IIlt. contained in thi$ S~curity -Instrument, GRANTOR: BRING Recycling 1;5,;'" v(,z,.A.",.__ Bill Klupen~,Pr~d"nt N ~M<1\~.....r-------. r-.te,ncv Hl:Ir~en. Secr.u,ry PRE.SUBMITTAl REe') DEe 2 2008 ,?; .. ._.,--~--- BRtt.l(:; P..uyullnll O'.lIon 0"." 01 TN" O~'4..tXXt.III>0046200GO032"{;02OQ' '601 Y -,ggll El.nl.",,,SY'I.!l'I'),Jn~., 9t. C:"ud,MN C '~IIl"a..~ "8(l~ Is "\'- ,." .w .. B2/B4/1994 B1:41. 54172E 4 BRING RECYCLII LENDER: );~C_ Il'~,~ f.. Si0611l1w VIJJley BanI:; Eugene enmch JgffGuslnow, Vice Pre:!l;ident ACKNOWLEOGMENT. (Bu,ln"atl or Entltv) ,/ .cJ~ OF.t%fr7 :~-/ OF?--""-- ''Y ;11 This instrument wee ~w'ledg.d before rne'thfi ,..;z.,...7 d&yof -*,kcAf"7 8il1 Klupenger I!n(.,." ...~ ".-.. ~.. ; .~ _. _'.. etery of BRING Recycling. ...J '" '{, aiD Il!I lOW 1OJIIIJC-0RSlllII ~..p"_4' _1~lWHllamllll . 1111 ..I,_~';.,~.. ,:;,IIIlIBIIlEJI2t1Jlll:l . PublicI 'Lgndar Acknowledgm_ntl OF OF ... Thi$ il1sttumel11 was acknowledged before me this d8Y of Jeff Gusinow 88 Vi?8 President of Siullew Valley Bellk Eugene Brench. My commission expires: (Notary Public) REQUEST FOR RECONVEYANCE (NDt to be completed until p.elfd in full) PAGE 13 ;l=/ by by TO TRUSTEE: The undersignGd is the holder of the notlJ or notes !iecurecl by this Securltv In,trument. S4id hote or note!i, together with all othetlndebtedl'l'U secured by this Security Instrument. have been p~ldln full. You tlIre hereby direc't~d to Com;el tll19 Security Instrument, which is delivered hereby. and to reCol1\fev, without wltrranty. all the estoto now held bV YOIJ Undor this SeQlldty Instrument to the person Ot penons legally enti'tled thE'rC1to. ....................................,........"............ (Authorjzed Londer SIgnature) 10.t., , BRI"'O "~r:vctlna Ol"llllOn O~~<:I [). T",., OA.14:C(~;n.....Ooo..42eoD00J2'!\O~ODI1 eo, y -1QQe-~nl(on.SY.l_m...If\Q..St.cr""'<:I.""N ~ PRE.SUBMITTAL REC'D DEe. '2 2008 " I..hl.l~ Pt'Il~ Ij: " , ,. V ',..' , .~ :;,., ~'-:-.,.~,,:--.:..,., "-'," BRING RECYCLING Phase 2 Storm Drain Study DECEMBER 2, 2008 PRE-5UBMITTAL RECIO DEe 2 2008 BALZHISER&HuBBARD ENGli'-1EERS I\'lechanical . Elecl,ic~1 . Civil. Tr,'ln::T\C1r(,1tiol1 . Surveying "":"' ~\'\\ '.'c'.l d - 'I 11; i II'C',-'i.;,' Ii': ' .' BRING Recycling - Phase 2 Storm Drain Study December 2, 2008 INTRODUCTION The purpose of this study is to meet the requirements of a Stormwater Management System Study for a Site Plan Review submittal. The Site Pian Review is a major modification to the Site Plan Review submitted in December 2002. The study is a Mid-Level Development Study and includes an. analysis of the pre- and post development flows for the water quality, 2-year, and 25-year design storms and discusses the plan for discharging and treating storm drainage. No HGL calculations were included since there is no discharge from the site in the design storm. Supplemental design calculations will be submitted in the Final Site Plan Review and/or Construction Document state of the development The proposed development is located on Tax Lots 1500, 1600, and 2400 (Map 17-03-34-44). The property is approximately 2.87 acres in size and the existing use is a second hand store and recycling center. No public stormwater facilities are available around the project site. Flood Insurance Rate Map No. 41 039C1142F indicated that the parcel is located in Zone X-areas of 500-year flood; areas of 1 OO-year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100-year flood. The National Wetlands Inventory mapping does not show any wetlands on the project site. City of Springfield Wellhead Protection Areas-Contaminant Source Inventory mapping shows the site as being located outside any time of travel zone and therefore is located outside the Drinking Water Protection Overlay District. The Soil SUNey for Lane County shows soil permeability for the site as being moderate to high, There are no streams or waterways running through the site however, there is some drainage originating from the project site and draining north through an existing culvert. SITE STORM DRAIN CALCULATIONS SUMMARY . The proposed site storm drain system will drain to a new vegetated treatment swale at the southwest corner of the site. The swale drains to an infiltration pond also located at the southwest corner of the site with an overflow draining south to the existing swale along the south side of the site. The pond is designed to retain all stormwater in the post-development condition up to and including the 25-year storm (the event to be modeled for overflow effects). Since the post development storm is retained on-site the pre-development conditions were not calculated since they were not needed to determine maximum post,{jevelopment runoff rates. All pipes on site are proposed to be 6 or 8 inch diameter PVC with a minimum slope of one-half percent This system will have the necessary capacity to drain the site. Our calculations show that the required water quality design standards were met for the proposed project (refer to the Water Quality Summary below for more details). Permeable pavement surfaces are designed to infiltrate the design storm and therefore do not have an under drain system (also note that the design has not been finalized-either porous or permeable pavers maybe used). For conveyance the design storm is the 2-year storm with a rainfall of 3.3 inches; this results in a peak rainfall rate of 0.80 inches per hour in the 2-year storm. With a measured infiltration rate of 6 inches per hour and an estimated long term rate of 3 inches per hour a permeable pavement system should manage this \\ithout an under drain. . . . PRE.SUBMITTAL REC'O DEe. 2 2008 ".!!" ~.B-\I]HhfR & HI.lI\f'.\IlIJ F~i": "Ill, ~r;A[ . . .~ - . PAGE 1 - ..0.- .~ .......-. " BRING Recycling - Phase 2 Storm Drain Study December 2, 2008 OVERFLOW IMPACTS IN THE 25-YEAR DESIGN STORM . Our design calculations indicate that no flooding or overflow conditions will exisLin and around the project site during the 25-year design storm. . All of the private storm drain facilities have the capa,city to handle the flows generated by the 2- year design storm event. WATER QUALITY SUMMARY . A treatment train consisting of a double chambered catch basin, a vegetated water quality swale, and a infiltration pond are used in to meet the 50% treatment requirements for this project. This treatment train will meet the requirements of the City of Springfield's Stormwater Quality Design Standards. . A water quality storm of 083 inches in 24-hour period was used for the water quality calculations. For the water quality storm the inflow from the proposed development is 0.15 cfs and the swale capacity is 0.17 cfs. . The Water Quality Swale was designed to have minimum residence time of 9 minutes and a minimum slope of one half of a percent. PRE.SUBMITfAl REC'O DEe. . 2 2008 P:\2100-0Q4-06\Civil\SD Study\rep j:Jh 0:;.2609 so Study.doc :~- ~~w~~,. B.I' 7C'I\""' '~'I'.I. I"." F'..""I.'I""; .~f~ ..1.'-."', _,'-(j~')';',~l _"dl"...l...., ~"A~" .... .. O' ....- -.. f.-'AG,= 2 _'~: M PRE.SUBMITTAl RECIO DEe. 2 2008 - BALZHISER & HUBBARD ENGINEERS ApPENDIX A: STORiv1 WA TER SCOPING SH EfT r-..; *,",. .t- '. - .,.... .lkf V.l( ';;'I)VO J.Ll: 0:>;) .t'./iA tlLl! "' Jlj l CITY OF SPRINGFIELD PW I4i 002 GiPRINOPl':!~LJ:I :,,",,::;'\!l:-:: ~:""miami:i~IIli:~!PrJ,~~DE~.. . ""jlb'icol ~~ Sl:~~~~~",3.~~!a~~ b6_ . ~JI PUBLIC WORKS DEP;\ RTMENT / Engineering Division Phone: (541) 726-3 iS3 Fax: (541) 736-1021 STORMWATER MA.NAGEMENT SYSTEM SCOPE OF WORK --~- (-1 rea ~f!I()w 'his [ltH1fill{~d()u.t I~_v Appli(:atrr) ____~ (Please return to Matt Stouder@City of Springfield Public Works Engineering; FIIX.# 736.1021, Pilone # 736-1035.) Project Name: .f:,R, JJ6j ~,",d/~ . Applicant: (j~f2Ju~ fI; Mhb,."J ~I~&$ Assessors Parcel #: I&,. f7t-3&/iWI 19'10,(m,J.2'IeoDate: J/12(../2~ V Land Use(s): ~ w.-J ~~ -~a. ~ Phone#: J/:;I-/(\ ~?,c,-8Vg Project Size (Acres):2.'i7 Fax #: '(S'l{T) 511-5' -5~ _ APProY:lmp~rviousAr~a: O. 'f'/ {~26J...i.4)_Email: -:d.^of'.,k~e.&^~ I~,~..,,-. Project D~cr,ipt,ipn (Include a copy of Assessor's map): I IJI b I 7. I .d'-/l,;, fk 2& -IIr: 8RIM-: .I?"'1"i''''\ c...,,-!:;: IJeW-<s l-'VJjYuJ/!_-b.. r.. 7J-e ""'> c- 6>""" 6..b I-I,:~ ~-v~.-J 6~!,or<<.,.~ b-.cJJs, Drainage Proposal (Pliblic connection(s), discharge location(s), etc. Anach additionalsh,?et(s) if necessary: .1 I JI} /l.>....,t+' fi-,,-<\ rc,J;....J ~tk '~'f)Jj. p~b...e. edkleJ '''', ~ c. ~ J,.......'l.$ wJ Frr' k "" ~/.,J. Sw~~ ~jr.:.;......d-: 1k=..;I/-'.,.k. J,...,rl.....VdI\,;: t. .J I"""-lr.....j..>^-, ft~ S.-t-.OJ .I(" ~A.. k~' ~7"~"'" I...d" "iI/ eu:-Alw "'0 r"d '-0..] l:J,J;,."-. A 1'...."-4 /0;.+ ..1'NJ -Ie fd:$T fJrprly ~ r.vl k~k ..f.n,,,^- . Proposed Stormwater l}estMa~eq1ent.Pr'i\Fti,ces:, CC-M.f.~-:'\" /] = I t -= p:::rV'<>fi> p~",b. c.J-..J.."I'*~" (..J.# IJ:: 4,r-_'II "I ~;li'j"\J- f(VlIIoTT".N f"'") '" . il.e ...,~ k...,), P'~- IN../' i"..''l /-,;. "''' ,.llfI,v S;,-../..r",.,J j.y, h ~f,.J.~-:...J ..d.llr:fitYI.- J:vt,:," (Iki J..~~ &JJ/ kill,..,,) 1Jv^.W .bV /.Bf( /41). - ,fArea be/mv this 1i.J1P fillt'd out h~' the Cirll~nlt Rl!tu.rned !o the .4na!icflllt) __ JI-. (AI a minimum, all boxes cheoked by the City on the front and boe* of this sheer shall be submilted fer an app/icai;on to be complete for ~'uhmitla/, although other ~equiremenls may be necessary.) Draina!!e Studv Tvoe fEDSPM Section 4.03.2): (Note. lJH mav be substituted for Rational Method) o Small Site Study - (use Rational Method ror calculations) 0' Mid-Level Development Study.- (use Un;t flydrograph Method fo(calculations) o Full Drainage D~velopment Study - (use Unit Hydrograph Method far c"lclitations) Environmental Considerations: o WeJjhead Zone; ;.JA:: o Wetland/Riparian: ,.)Il.-- ~Soil Type: rj...~dg'; 'Arb4/} L,,-J Downstream Analvsis: 0"N/A o FJow line for starting water surface elevation: o Design BGL to use fOr starting water surface elevation: o Manhole/Junction to take analysis to: o o ('In" Ilf.tL.. 0 - I Hillside Development: Floodway/Floodplain: Other Jurisdictions: ,lA. Nfl: .JA- Retu Ion to M9 tt StotJd~r- wi) Cih' of Sprine:ficld, cm~liI; mstoudc,>(@,cLsl)rin!.!fleld.or.lIs, FAX: (5-1J) iJ6~ 1011 P,evi5C.d 11110S Molly l"'1ark:<lriCln PRE.SUBMIliAl REC'D DEe '.22008 9 of 10 '- ,. ....._' V..' ...VVV ~~.~v ~~4 U~L 'i~D :" Cl!"Y UF SPRINGFIELD PI" I4J 003 COMPLETE STUDY ITEMS ) ForOm,ioIU"O,,'y 1< rzfdo8 I * Base.d upon (he information prov;ded on thefroh/ ~(lhis sheet, the/allowing represent,,, a minimum Ofll')1Ol is nr:ededfor On application to be comple/efor sllbmitta! ll/i/h ;'espec! (0 drainage,' however, this lis! should no! be lIsed in lieu of/he Springfi.e/d Dt?lIe!opfl?ent Code (SDC) Of' (he City':J' Enginee.ring Design Manual. Compliance with lhese requiremanLJ does no! cOhstiTuft! site apprOllai,' Addwonaj .We sPecific lnjOf"l'J1a/ton ttl0Y oe required. /Vole: Upon Kopi~rg sheer submittal, enS~m: r;ompleted form has been signe.d in {he space provided be./ow: Interim Design St.ndardsfWater Qu.lity (EDSPM Ch.pter 3) ~NIA .. . ~ 0 All nOn-building rooftop CNBR) impervious surfaces shall be pre-tre8ted (~.g. multi-c;hambered catchbasjn w/oil filtration media) for stormwater qualiry, Additionally, a minimum of 500/D of the NBR impervious surface shall be ./ treated by vegetated methods, . p. 0 Where requjred, vegeta.t"ive storm water design shall ,be consistent with interim dc:sign standards (EDSPM Section 3.Q2), ..--/et forth by the Burea.u ofEnvironmcntaJ Services (BES)or Clean Water Services (CWS). o k::l for new NBR, impervious area lessthan ].5/000 square feet, a simplified design approach .may be followed as specified by the BES for vegdative treatment. , ~ 0 Ifastormwatertreatmentsw~le is proposed, submit calculationsfspecifieations for sizing, velocity, flow,. side slopes, -/. . bortolT1 slope, lll1d seed mix consistent with either BES or CWS requirements.. , . t:J 0 Water Quality calculations as required in Section 3.03.1 of the EDSPM . D 0' All building rooftop mounted equipment, or other fluid containing equipment iocated outside ofilie bulJding, shaJJ be provided with seCondary COntainment Or weather resistant.enclos1.1re. General Study Requirements (EDSPM Section 4.03) ff 0 Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. 0' . 0 A complete drainage study, as required in EDSPM Section 4.0.3.1, including ahydroJogicaJ study map. K 0 Calculatjons showing system capacity for a 2.year stOrm even! and overflow effects of a 25-year storm'.evel1,t. ff 0 The tillle of concentration (Te) shall be determined using a 10 Ill!nute start time for developed basins. . Review of pownscream System (EDSPI\1 Section 4.03.4.C) o r;:::;r A downstream drainage analysis as described in EDSPM Section 4.03.4.C. On-site drainage shall be governed.by the /3regon Plumbing Specialty Code (DPSC), D IZI Elevations of the HGL and flow Jines for both city and private systems where applicable. Design. of Storm Systems (EDSPM Section 4.04) ff 0 F'low lines, slop~s! rim elevations, pipe type and sizes clearly indicated On the plan set. J2( 0 Minimum pipe cover sball be 18 incbes for reinforced pipe and 36 inches for pl.in Concrete an.d plastic pipe materials, or proper engineering calculations shall be provided when less: .Tho c;over shall be sufficient to support an 80,000 Jb ~oad without failure of the pipe strucrure. D ~ Mlll1ning's "n" valuesfor pipes shall be consistent with Table 4-1 of lite EOSP. All storm pipes shall be design~d to achieve a minimum velocity of three (3) f.etper second at 0.5 pipe full based on Table 4- J as well. OtherlMisc l2f 0 Existing a.nd proposed contours, located at one foot interval. lncludc spot elevations and site grades showing how site drains , J2f 0 Private storl11wator easements shalt be dearly depicted on plans when private stormws'ler flows from one-property to anomer . D 0' Drywellsshall nol receive runoff from any surf.ce wlo being tr~'led by one or more BMPs, with the exception of residential building roofs (EDSP Sectioo 3.03.4.A). Additionai provisions apply to this as required by the DEQ. Refer to the website': w\1vw_dt:CI.s~te.or.1J:1;wClirrroLlncl~ichom~h,g.!n for more information. 0'" 0 Detention ponds shall be designed to limit runoff to pre-de~elopment rates for the 2 th,ough 25-year storm events *Thisjorm shall beinclltded as an attachment, inside tJzeJront coYer, a/the sformwater stU((V' As the engineer of record, I hereby certify the i!bovt: requIred items are complete and included with the submitted stann water study .and plan set. Signarure: Date: . fMPORT.4Nl: ENGiNEE!? PLEASE READ BELOW.4ND SICN! l ~ Revised 1/1/08 Molly Mar'karii'lil PRE.SUBMITTAl REC'O DEe ..2 2008 10 of '0 ., PRE.SUBMITIAl REC'D DEe. ..2 2008 - BALZHISER & HUBBARD ENGINEERS ApPENDIX B: POST-DEVELOPMENT DRAINAGE BASIN MAps AND '- AREA CALCULATIONS 1---'" , , , , I-J ! """ , I_l I , , , , , J L_ 03" ~ .' ,; , PHASE 2 ~ -7 PHASE 1 : ~-\' I (COMPLETE) " _"~___-- . p:oo , _c,~!-..c--. \ (80 {B 1 "'::' - 0 GSS ,- . 1 "__~~ \\ - ,.//;\_ ~ " ;8 lll"-~ I ~o :)l.l.__. '---'('/1" h-'~f \-'\ \---W$20~., 0\;'\ ~a..E.I.N~ ~ \ . T I ! __ _ ~_ ~ .,.- _ \ III. \ ~, ' '>c'''''' e-""'--4!c;;;D I(5l ... - I. I' ,1' '. .,~--.-. ---., ." \ . .... ::c-" ~",".Ion ':,-,,:'-,. - i3'ipL r :::J ' - , \ \ D-' - '\ f~':" . ',. - j ~ t : ~f'KJ \ . " -- \;J ''''''''. ~ \; 'Ow"..." . \.. ; ; "4JIl.:ro. .<.. I ,.,.... I' , , ____L "" --;.pss.'.' . --~-' " EXO\{RflOW. ~ mm ~.- /0 ,., ,i ': I o~,,1T)lflisll{ " D Ii,.........ll.,l . , RE-ROOTtEXSJ'U')j , EXG"FLr{WT)_43'l91(t1Oio mTOOO~TO .: " ~ JtOI G"FL r (1N).. 4J965 ' EX CATDl BAS~f ' // \ MEW"8'"fl w(wry.. 431175 \ , I " . ) ~---r ' 't, ' ,:.... ___J '... - . - \. -, ~ ~_'..' ~~"~./ -r; --, ,,, -::-4-"'~ 'Ie/ ^' II ..~___'!-__-_-_'-----" ^\L ~'..,_-,._~(c__,'f ,,'v,', SlI OOT \ &~-y . .: c.:;.) v' .-~'i-?':---=~::~:~~:"\\:' ~-:.-. .. , \ \ I, .1" \ L' .' .,: -- '-,-.' - ~q > \ ~:;:,:~..@,- - +;-. . .<;. " \ ~~' ~ - ~:t;.." \ \ ~ L "- "iiA.lOFXSIlPl<>( '-.. ,~~-::./ _' ~ ~~.i%Yy8'~' . '. r>r'"'I2A ';. - G"FL..~, (_~),._ , \.\ ",,,,,;,:~~\ ... . \O--O--Q \ \ IlllllWTSlJ9SlJRfA%. I I DRNN....GEREfERTO \ \ ,/STCIIW D'Wrl RE?ORT I' 'I I, , -,-':/-''' .-"/ .... . Lc- \{~ ( Jm~~, -:'/" 0/ ~'IYfArrRrnArrRl ~ ~ . i . . I . . I' , . , , , I , I , , " ., , , , , , IL__________' J._~' <. ::T:~ 2!J ~ I? 7p t:o_-_ --- ,r-~~~~~~~'D ~f , I , ; t N ~ - PLAN SCALE . I --- co I:."\) c.-J'~\; \.(..0 ,,1:. ~ ~0!>' --= I 5~,,"u", ""I I A. ~ IN'1LTA....T100~O 1,Q94SCFT ?a'lDBTW_ U7.71 , . \ c~.o ~"4J7.llII rrP ~~:' ~~.~. .. ^"., ~. OVERfLow.roEXEllTOi)/ ./ '=- .! SITE PLAN REVIEW S(jB~IITTAL .~ /' T~l5'ft'_'....,~l(, NOT FOR CONSTRUCTION , ,~,!." .t . ~sl:. ~y\'- , ., -. r -. ~ 'J.- 't: " - BALZHI5EFi. &. HU1i~t..Rrl E0!(jI,\m:.~ \, .. ~.-.; .~ ~-- .- ~~1~':'-":.\1~.~ ':~.. '::~-:: - "~.,,' ....;.. .'" TBG .-\RCHI,fCT~." PL-\NNERS 'iNe IJ: [.h' K'.".1~'...." ~'.II'" ~,"J ""~""... u".~,,,, .,~ ~,,' i~ ,. ,,~- II.J'" ;." .'." I.I"~-.",,S ~ -':~ a:::: l...l...J ~ Z l...l...J U ~ Z 0 ~ ~ LW >uS o Z :::: a::::~> D- -...J u.J Uoc z ~>-w...J30 -U,--JSl L..LJr-c:Ja::: ~ ocV)~O LLJ '-_520 ZU':i:~ ~ ZW"'u ~ _CLu...z --l(:::~ >- ~ '" Cl...~r-:tSi z o f- <( U .L.L STORM DRAIN PLAN ~ -- 1'P.'.>IU 1 . ~'n"o' ; _'" '. \ .. .. . ~ '. H 'ri,' ';,., :."P I'~;: ,;,,~ "'; '" C3,O = .- ~ u ( ) ~ ~ o u ()... .... -, " ..-........--. " -........ -.--:..... ~l ",1.' S......._.. ". -..........-..-.. t-< ............ ~ '--.0 _ ....... i, .I ~ (I ( ) 1. ". , '. , '. , \."\. , , ., , ." ., \ ,- j,! o a: a: \ 'I () , ro 1\ \\ ~ 1 ~ z('1 ~ ~ \.., 011 .\ \ \.l':i OJ-, .., ~ -.1.1 :i\~ 1 ~.~.I,.-'" ..~I ~l _.....}..'~ .,.1.'" C1 "'~ .. ~ .1 PRE.SUBMITTAl REC'O DEe .2 2008 ':"":0- ~. . , .Conduit Statistics --' Design Full Design . Diameter Max Flow Time to Peak Max Velocity Time of Peak IMax Max Water Max Water Max diD Name Storm Link Name Flow (ft^3Is, Velocity. (ftls, (Height) (ft^3/s. m^3Is) (hours) (ftls. mls) Velocity Flow/Design Depth (ft, m) Depth (ft, m) (depth/diamete m^3/s) m/2) I. ft cfs hr ft/s (hours) Flow (fraction) ft ft r) Swale1 wo ISwalel 71.320 4.460 2.000 U.10U 8.050 0.680 8.050 0.002 0.087 10.173 0.086 . Exfil WO Losses 0.000 0.000 1.00U jO.1Ll} .:LLbl U.obU 8.267 0.000 0.074 0.000 0.037 Loss WO Lasses 0000 10.000 1.000 0.120 8.Lol 10.560 8.267 0000 0.074 10.000 0.037 PondTop WO Overflow 262.420 120190 1.000 0.000 0.000 WOOD 0.000 .10.000 0074 0.000 10.000 RR Ditch WO RR Ditch 0.390 10.650 0.200 0.000 10.000 0.000 0.000 0.000. 0.000 0.000 0.000 Line 2 WO Line 2 11130. 3.190 10.670 0.140 8.033 3.190 2.083 10.120 0.1.76 10.087 10.262 Line 1 WO Line 1 11130 3.190 10670 0.070 8.033 6.340 2.083 . 10.061 0.112 10.176 10.262 Line 3 WO Line 3 11140 3.230 0.670 10150 8.067 15.670 12.417 10.131 10.173 10074 10258 12/01/05 -'3:31 :55 ,,,"...- ~. -. ~ ;~. '.. , . \. -.- ". \...... '~,4......;;. .. :. ~ - !.- :~";. ..:. ~ PRE.SUBMITTAl REC'D DEe 2 2008 1/1 ,II'" .:;;...,. . '.~ ., 12/0"'/0813:3151 Conduit Statisti'cs Design Full Design Diameter Max Flow ITime to Peak Max Velocity Time of Peak Max Max Water Max Water Max diD Name Storm Link Name Flow (ft^3Is, Velocity (ft/s, (Height) (ft^3/s, m^3/s) (hours) (ftls, m/s) Velocity FlowlDesign Depth (ft, m) Depth (ft, m) (depth/diamete m^3/s) m/2) ft cfs hr ftls (hours) Flow (fraction) ft It r) Swa!e1 2-yr, 24 hr Swale1 171320 4460 2.000 0.680 17.967 2.820 0.700 0.010 0.601 1.101 0.550 Exfil 2-yr, 24 hr Losses 0.000 0.000 1.000 0180 110.150 0.590 10.150 0.000 11267 0.000 0.634 Loss 2-yr, 24 hr Losses 0000 0.000 11.000 10.180 10.150 0.590 10.150 0.000 IU07 0.000 0.634 ?ondT op 2-yr, 24 hr Overflow 262.420" 20.190 1.000 10.000 0.000 0.000 0.000 0.000 1 ?67 0000 0.000 RR Ditch 2-yr, 24 hr R R Ditch 0.390 0.650 0.200 10,000 0000 0.000 0.000 0.000 O.nOO 0.000 0.000 Line 2 2-yr. 24 hr ILlne 2 11130 3.190 0.670 10.650 18.033 13.260 8.067 0.573 0.381 0001 0.897 Line 1 2-yr, 24 hr ILine 1 11.130 3.190 0.670 10.330 18.033 14.170 0.717 0.290 '. !O.:J47 0.381 10569 Line 3 2-yr, 24 hr ILlne 3 11.140 3.230 10.670 10.590 18.000 12.370 16.367 0.522 1.101 1?R7 11.891 "\ "'= ..' "'.,..II" " .:. ~I~. "...- .'. ~.-'.' .}:.,~. , . ".... ~. >' PRE.SUBMITTAL REC'O DEe 2 2008 AI!1 . ;t~:.: . 12/01/0813 '.1:41 . Conduit Statistics Design Full Design Diameter Max Flow Time to Peak Max Velocity Time of Peak Max Max Water ~. Max Water Max diD Nam~ Storm Link Name Flow (ft^3/s. Velocity (ftls, (Height) (ft^3/s, m^3/s) (hours) (ftls, m/s) Velocity Flow/Design Depth (ft, m) Depth (ft. m) (depth/diamete m^3/s) m/2) ft cfs hr ftls (h9~!s) Flow (fraction) ft ,( ft r) Swalel 25-yr, 24 hr Swalel 71.320 14460 L.OOU _IU"lU l:LU3J L,L'UU 0000 0.013 1.289 1.789 0.895 Exfil 25-yr, 24 hr Losses I~'~~~ 10.000 .[1000 '0.22u j1 !.~:!~ U.blU 'l'l.L:Jj IUUOO 1.954 0.000 0.977 Loss I 25-yr. 24 hr Losses .0.UUU 10-000 1.000 V.L-LV Il'I.;~:'L5 0.610 'l'I.<:::'J3 10-000 1.954 0.000 0.977 PondT op I 25-yr. 24 hr Overflow 1202420 20.190 1 000 u.uuu O.UOO 0.000 U.UUU 10.000 1.954 'J 0.000 10.000 RR Ditch 25-yr, 24 hr RR Ditch 10.390 0.650 0.2DO u.uuu O.UOO 0.000 OOOU 0000 0.000 0.000 10000 Line 2 25-yr, 24 hr Line 2 1.130 3.190 0.670 0.930 7.967 13.270 7.750 10.823 0.803 1.289 1.924 Line 1 25-yr, 24 hr Line 1 1.130 13.18U 0.670 I 0~8~_ 1"000 13.490 OOOU 0424 0.320 10.803 1.199 Line 3 25-yr, 24 hr Line :; 1.140 3.230 U.C/U IU.f8U 18,050 2.290 14.41, 10.682 1.789 /1.954 2.916 PRE.SUBMITTAl REC'O DEe 2 200B 1/1 --.- ";e,. ",=:~~ - . :;... ~ Measured Infiltration Rate:: Estimated Long Term Rate:: Max Pond Storage Volume:::. Depth to Groundwaler~ 9.25 In/hr 4.6 in/hr 11.692 cuft 6.50 It CONSTANT INFilTRATION RATE Water Depth Surface Area Feet Acres 0.00 0.0251 0.50 0.0311 1.00 0.0375 1.50 .0.0441 2.00 0.0511 " Infiltration Rate Outflow I in/hr ds 4.60 4.60 4.60' 4.60 4.60 HORTON EQUATION Water Depth Surface Area Feet Acres 0.00 0.0251 0.50 0.0311 1.00 0.0375 1.50 0.0441 2.00 0.0511 Time hours 0.12 0.13 0.16 0.19 0.22 Infiltration Rate6 Outflow in/hr cfs 4.60 3.79 3.12 2.58 2.14 0.00 4.00 8.00 12.00 16.00 1. City of Springfield requires that a max long lenn rate or 10 in/hr be used and King Co. requires max of 20 in/hr. 2. Refer to the table on page 542 of the xpstorm manual. 3. For Hydrologic Soil Group 'C' as Snown on page 542 of the xpstorm manual. 4. When this volume is stored the infiltration rate will have deteriorated to the minimum. Volume is 1.5*max surface area*depth to ground water. 5. As per theSoii NRCS Soil SurVey for lane County. 6. Decay rate is based on the Horton Equ.ation as outlined on.page 540~542 of the xpslorm manual L:\4211 05\C:ivil\CD SD Calcs\calc jah 070502 li1filtl'atj(}~l Fnnd OurfiO\N.xls , { Outflow Volume cuft 0.12 0.11 0.11 0.11 0.10 o 1,612 3,163 4.705 6,208 PRE.SUBMITTAL RECID DEe .2 2008 J PRE.SUBMITTAL REeD DEe . 2 2008 I I. ; , , I . I ApPENDIX C: INFILTRATION TESTS ~ November 21, 2008 prOject No.: 722-85047-1 Mr. Damien Czech Mrs. julie Daniel Bring Recycling 4446 Franklin Boulevard Eugene, Oregon 97403 Re: Infiltration Test Results 4446 Franklin Boulevard Eugene, Oregon 97403 Dear Mr. Czech and Mrs. Daniel: Professional Service Industries, Inc. (PSI) is pleased to submit the results of our EPA Falling Head Infiltration testing conducted at 4446 Franklin Boulevard, on November .18 and 19,2008. Six infiltration tests were performed: three in the area of the proposed infiltration basin and three in the area of the proposed permeable pavement. Two deep observation pits were excavaled to verify soii types and identify any constricting conditions. The infiltration tests were excavated using a Terramite T7 backhoe, shovel, and a standard four inch hand auger. The four-inch holes were scraped by knife to the required six-inch testing diameter. For the infiltration basin, soil types were verified to a depth of approximately eight feet below the .surface. The soil profile visually appeared to be approximately four feet of brown silty sand with gravel underlain by native well-graded sandy gravel, locally known as "bar run" that extended to the maximum depths explored. . For the permeable pavement, soil types were verified to a depth of approximately six-and-a half feet below the surface. The soil profile visually appeared to be approximately four feet of dark brown sandy gravel underlain by approximately two feet of light brown sand. This was underlain by well-graded sandy gravel, locally known as "bar run" that extended to the maximum depths explored. i According to Oregon Water Resources Department Well Log Query the groundwater level fo'r the area is a minimum of approximately 8 to 10 feet below grade. ! i .. . I The test was performed in accordance with the EPA Falling Head Percolation procedure, dated 1980 (Design Manual - Onsite Wastewater Treatment and Disposal Systems). In accordance with the City of Eugene, a minimum of four separate measurements were taken. The reported percolation rate for the infiltration basin is the average of the last readings taken at steady-state conditions for PT-4, PT-5, and PT-6. Due to wide variance in percolation values for the permeable pavement area, the lowest rate was selected (PT-1), in accordance with DEQ guidelines and the EPA Falling Head Percolation procedure. PRE~SUBMI1TAl REC'O DEe. 2 2008 -, .J' Percolation Test Results Bring Recycling Infiltration Project No.: 722-85047-1 No,.ember 21. 2008 Page 2 Table of Percolation Rate Test Approximate Test Test Elevation Visual Soil Measured No. location Description Percolation Rate 1 Infiltration Basin 4' b.e.g. Sandy Gravel 9 Y4" per hour (PT-4, PT-5, PT-6) 2 Permeable Pavement 1 \I,' b.e.g. Sand 611 per hour (pT-1, PT-2, PT-3) Note: 1. No groundwater was encountered in the above listed location at the time the test was conducted. 2. b.e.g. = below existing grade 3. Test location was chosen by the client Respectfully Submitted. PROFESSIONAL SERVICE INDUSTRIES, INC. Anthony J. Deluca Geology Staff Richard W. Hanford, P.E. Principal Consultant cc. Balhizer Hubbard Engineers Attachment Schematic Site Plan PRE.SUBMITTAl REC'O DEe 2 2008 PRE.SUBMITTAL REC'D DEe .2 2008 - BALZH1SER & HUBBARD ENGINEERS .- ApPENDIX D: VEGETA TED SWALE FLOW C41CULAT/ONS 5 Height Qpeak = Peak flow rate, cfs T d ! 55! T T' ! 552 . . . . W. Diagram of Swale Variables Used in Spreadsheet User-Supplied Data Variable Name Unit Side Slope 1 SS1 3 SS1:1 Warning: Side slope: Side Slope 2 SS2 3 SS2:1 Warning: Side slope: Swale Width W 2 feet Le~gthwise Slope S 0.005 feet/foot Peak Flow Rate Qpeak 0.15 cfs Swale Height Height 3 feet Manning Coefficient n 0.25 Computed Data Variable Name Unit Depth d 3.75 inches Cross"sectional Area A 0.92 sf Wetted Perimeter WP 3.98.feet Hydraulic Radius R 0.23 feet Computed Peak Qpkcalc 0.15 cfs Flow Rate Computed Peak . Vpkcalc 0.16ft/sec Velocity IComputed Length L 85 feet JWarning: swale leng PRE.SUBMIlTAl REC'O DEe - . 2 2008 .-." '. PRE.SUBMITTAL REC'O DEe 2 2008 - BALZHISER & HUBBARD ENGINEERS --;"1- ApPENDIX E: FEMA lLOODPLAIN MApPiNG , 0 g ~ ~ oJ.' 0 - :}j CO " - C- O ...e z lri w 0 w :f i"l ~ ~ ~.~ ~ ~ < - , 2:! . w 0 c , ;f; ~ ~ . < <! Z ~c t;1 u w.J .0 i :1 uo 0 0 J~l ] () 0" w 0' ~ w.J g5 :'1: ...J , . 0 :;: ~.:! , x ] 'v:2 ; ; ; 0 ~(; g g g a; "- "- I <! 81 " co ,...." t~~; .';', '-......i -q .~ J , [] , 1 ; g - ; " 1 ., , , " , ~ ; .g " .> , ~ , r~-1 , ~ , , " , , 4 ~ , ~ . , E >' - .J , g i-~ , 'z J ~t E 0 i t: {? , ~'l N ~ , . ] ~ " ~J ,~ - ; " ~ D " , ~ - , , , "3 ~. d 0 ] - J , , , ~ . 0 n - ~ , 0 , - - J , - 0 ~ ~ 0 , . 0 ~ ; 0 < ; ; ; 0 g g 0 g g 2 0 - ~ 0 ~ , ]~ , ".:.j.> F ,~ ~'." ~ ~ ~ ;' ~ ~ -" ~ "- ~ i .JiC.: , 00 o 00 _ Ul E ~ ~ -: g. s ~.2 g-<:: <lJ E <.i E~ ~ 15 ~ -a _ <OJ 0 ;> ~;; g ~::; ~ ~ '~'iU2g.:: ~ .:I ~ _ ,0 ro J~'iHH n- ~g-~ ~~ ~r~~11J ... /lj.E!4: OciClC;::!: ~~ !l"ti& '5 c t.g ~ nO'<: !?_ rol->'U.... O~E~~ ~~]~ u ~,~ ~ ~ ~ .!?:J <n : E Uu <: 01:1 '5~~lLg <:,m'O "" "'.::0" .~,~ E 000 ~~o :p;" ~ :3 . ~ 'L '" , , - ~!~~j fJIHj]~ I I 1't!1l I @ ~lil I *~ (0 I '1:1 ~ nt~ 1 I I ~;~~ @ il'fri E o . o Ii. "Vd SN:or ".- PRE.SUBMITTAL REC'O DEe 2 2008 C,. ~. " ,~ fT D 07 ~ J .=-. ,\ I'. ~ll.';, ~.~ o o CO :E ~ " < 0... ,:; = """ ~! ~ ::!" 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R o. ~ . o o ~- , o o ~- o o ". 8; " o o ;'!- ~ o " ;'!- o , Qg<;9Le~ , O":o;9DH:r , ()OS!'I!ij~ , oel'S!p.;. , 09v9LIlv e- N N " " .Sv.~ ,r;n o o -~ " . ~ ! ~ in ~ ! '"- ~. ,~ . ~ c 0 u . '[ 0 ~ R I~ o. .. . 2 ~ ~ 0 0 0.0 " ~ z ...;( . ..so;. L ,E z: ~ ~ PRE.SUBM/frAl REC'O DEe ':2 2008 ;~ i, roM 0_ 00 "'~ Ow t'Q ~. ~CL OJ .0 o M ~ w ~ ~ _</) N'5 ~</) ~~ :J'''::; </)~ -w 'co. </)0 o -Eiu So c .9 .. z o o o o ~ B rJl'~ Bo '-07 ~c go Q)"::; ,,~ tti; ::;;:2 cuo zu ;::'ig ?:;;~ c o ~ w is .0 ~ '" ~ " " o U w c . -' I w :;; . f,- '" ~ -" ~ 'ii w o z o 1= <( :2; cr. o u. z a. <( :2; Cl Z UJ ~ UJ ...J a. <( :2; w w {i :: , ~ <i w N "' <( C o ~ w " ~ o N "'- '" ro o if) ~ . :. o " " W 0; B :s ~ ~ . w f ~ .. E o . w .:; <0 o o o '" ;; '0 W ~ ~ . E i! m w ~ . ~ . E ~ o " . ~ w c w 0 .~ llJ C. rn E 0 o . o w '" 3 o <( ro E . ~ w 2 o . " . w ~ f,- ~ . 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It occurs during specified months. Estimates of the upper limit are based mainly on observations of the water table at selected sites and on evidence of a saturated zone, namely grayish colors (redoximorphic features) in the soil. A saturated zone that lasts for less than a month is not considered a water table. This attribute is actually recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component. A "representative" value indicates the expected value of this attribute for the component. For this soil property. only the)'epresentative value is used. Rating Options Units of Measure: centimeters i I i Aggregation Method: Dominant Component Component Percent Cutoff: None Specilied Tie-break Rule: Lower Interpret Nulls as Zero: No Beginning Month. January Ending Month: December PRE.SUBMlITAL REC'D DEe 2 2008 t '.-;(!.\ . Natural Resources ~~~ Conservation Service Web Soil Survey 21 National Cooperative Soil Survey '11/30/2008 Page 3 of 3 ...,~ ,\ ,1;1':\ ~ ~ o '" .0 <n u .0, o '0 -5 ~ I ,,~5 ,I ~ i/:. .t...r:#. ~ ~ 09S9L9~ , a9~9LIl~ , 091'9LIll' , o . ;:2- ~ 09g9LIll' , Ol;9LIlI' , OOS9LllJ> , ~ ~- o N W ~- o o R- W ~ ~- o " o " ~- " o N ~- ~ 8 ~- ~ "- ~ o w ~- ~ "- ~ , OQ.,9LG'::' , O<;;9lllJ> . ClOS9LIll' , OSI'9DJ'r I ag"gL~;c 09';9L9" N C c, ~~ ~ " " 8 ~ ~ ~ ~ ~. "- ~. . ~ 6 ~ " ~ ~ 0 0 . ro 0 w I ~ ~ " ~ Co ,S,,",! ,.1:\ ro~ 0_ 00 O!~ o~ t?Q ~. ~D- ~ ~ ~ ~<n C'.i'g ~<n ~~ 0 ~.,. 0 U)~ M :=QJ o~ Ulo ",0 ~o so; c .0 'ii z * 8 0 ~ N 0 " 0 ~ 0 N 0 W ~ 0 0 z<.;;( .S" ,I ~~? 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U lIl'S: o L U W 5"' o c ~~ '" 0 - ~ e 0 - ~ " c . 0 zo PRE.SUBMIl1AI. ROC'DllI 0(: 2 Z008 ~ / Hydrologic Soil Group-Lane County Area, Oregon Hydrologic Soil Group Hydrologic Soil Group- Summary by Map Unit - Lane County Area, Oregon Map ullit symbol Map unit name Rating 23 Camas-Urban land complex A 27 Chehalis~Urban land complex 8 97 Newberg-Urban land complex B Acres in ADI Percent of AOI 0.4 2.9 0.0 11.9% 86.8% 1.3% Totals for Area of Interest 3.3 100,0% Description . Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according ta' the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (AID, BID. and C/O). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet." These consist chiefly of moderately deep or deep. moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet These consist chlefiy of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet These consist chiefiy of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a c1aypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (AID, BID, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group 0 are assigned to dual classes. Rating Options PRE.SUBMITTAl REC'O DEe..22008 Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified ~ Natural Resources Conseryation Scr:ic;~ Web Soil Survey 2.1 National Cooperative Soil Survey 11/30/2008 Page 3 01-4 . , ". , Hydrologic Soil Group-Lane County Area. Oregon Tie_break Rule. Lower l.:'!L'.\ ,;~~ Natural Resources Conservation Service Web Soil Survey 2.1 National Cooperative Soil Survey , "~ PRE.SUBMITTAL REC'O DEe ,2 2008 11/30/2008 Page 4 of 4.