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Home My WebLink AboutApplication APPLICANT 4/16/2009 APR 1 6 2009 [City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 Site Plan Review Date Received: Original Submittal. .. . (\(J MltiTx Jl Dd, Phone/r-AI,~~r <-.I_I Applicant Name: 1-'1'- . 0 1 VI"V:!"> . t;r1'tI'IOJ- vou \company: Sfte IfJ6fJu{J PIA/.J!IS He.- I Fax: IAddress: '31 r S ~\ iI(tMfJlJ OrG'vr-, -fv 1Tf. ZOO! {fe/fit flfL()flf<. q::;. 49-9- h'. "-~_ ,~",. "'.""','.. ',_" ,~..,,' ...:...." 'v"'~" _"" .. '....'c.,,,.' ~.~~,".-'."F-" ......;, ",~--";",,,t.u.'''-'''v.,,.'"J.r'''''W "-v....,;. '_ '....""",~,_.',,,.,."'.._,,,'Voc-",... " ~.>..'.'" ~ ',<<!'i' ;;, , ; C'__ ~" ..- n' .;,., .... '-,:C- u" IAPPlicant's Rep.: (()ItJAiCO :JoHfJSo/V ~hono/z/z..) 1o/-oSo~ Icompany: [.11((/ STr;(Hf/- kftJrJ J- AS! a?fA 1'f.S Fax: (U2-) '1t?!-()PO lAddress: fy'fg WltJSo tlJr3tJtJ YUill) MfN~M6{V#E f'Al-'-!:. wI ..rrl)SII I I ;'~:::~~~ ~:~:;:"" O~ '.' ";~';~~;."~IJ'~V U,.".........,., .......... ."".~h;~;tit~~..-4;~ = O~5~,"..+ Icompany: -rtlJ.IlIJ-r : f((f.JtJ..iluS hCIJJVtl.. tltl..f.. Fax: !Address: , IASSESSOR'S MAP NO: 1-=1-63-2-6 Z f I ~~!,,~T TL J S06 + TL JtoiJ . 1 I Property Address: "304- 6( <;-rf< tEi, g(l//I{t-fl ftrJ , iJr'<. q t 111 I ISize of Property: 1:1'3 At (G~J .f3, R,' ,). f Acres ~ Square Feet. if" I !proposed Name of PrOlect: F(c-&)f-fl/lIf. hf.O/?4f... Ctttt( - 0, S. of S~,eIJ;G rm..fJ ] I;,', ;.;;'.'" .' , ",. ,'~,' .'._ .,_ ".~"" ,-.' ,...; ':' ."..."......,.".""'_~''''+......"..:.;.~.....,,,_, ;.;, .:.,."_;"~"', .... .,".,..,,~.~ - ,":O.-'.,,';r.',' """ .,.:', .'_h'.;:'" ,<.:::. ~'. 4<i.,C':-'"..."..".c:-.....,.".....<.'~':r.'.,''',-,' '~:""''''~ '"... ":",,,~,,,,,...,.-.,,..,<,.,,. "'""'_: _"" ~ ,,_'..i _0 '.", I Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal: /0,3 f ~ r.r. [)vl(lt/lfP/ r714l-YSIJ t:t-'PIC, AfJrJ ,4/.,/.- SIT'€LJQrLk I Existing Use: V!T(,4t-1T INew Impervious Surface Coverage (Including Bldg. Gross Floor Area):s1.. '3 ?-l sf Si natures: Please si' nand rint our name and date in the a ro riate box on the next , ,~. Associated Applications:' Siqns: Ipre-sub Case No.: f\c ~g-- ~') I Date: t../!t'--lla~ Reviewed by: Icase No.: 'DeG200Q-'OOOI4- I Date: Lt 'I~ '0'1 Reviewed by: 1:JL IAPPlication Fee: $ 1~1f)')t OD I Technical Fee: $ 11'U111 I Postage Fee: $/hO ITOTAL FEES: $ [6, J-I.lj-, ,C) 0 ... PROJECT NUMBER: PRS,?,cx:f6- OCC(;,! '1 liW,;l',a;"!:.;"X1"Ji'i'!i'lW,~ol::J-'~~~M",R'~,~,iI:.'.w:c<,.'~;!...'",~oi'o>"tif;,':'~>.<,.!j':~'Ye'~,~:;;O::~-:;:'l':"~~;;;I\:i;Yf';#{f;,.~~_~,....~~~~:M.;r"!'~~~e,T..,._~'.:;:r~,~-'.\,~~;,~~-~,j~'IiC..~-..l'>'<r.&;;\l'x~;.~.i"y.~~ Revised 1/1/08 Molly Markarian 1 of 10 Owner Signatures This application form is used for both the required pre-submittal meeting and subsequent complete application submittal. Owner signatures are required at both stages in the application process. An application without the Owner's original signature will not be accepted. Pre-Submittal The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre. Submittal Meeting. Owner: Date: Signature Print Submittal I represent this application to be complete for submittal to the City, Consistent with the completeness check performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as necessary for processing the, application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the information as submitted. This statement serves-as written notice pursuant to the requirements of ORS 227.178 pertaining to a complete application. Owner: fJ/La/ft-c L ~ 9 . Signature fh 4m )C. L. P VA? v IS T rz . Print Date: 'I-It - {;1 '1 Date Received: APR 1 6 2009 Original Submittal Revised 1/1/08 Molly Markarian 2 of 10 ----, Site Plan Review Submittal Requirements Checklist NOTE: . ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal. . If you feel an item on the list below does not apply to your specific application, please state the reason why and attach the explanation to this form. o Application Fee - refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development Services Department. Any applicable application, technology, and postage fees are collected at the .- ..- pre-submittal and submittal stages. Is) LJL/ ';> . c(::l o Site Plan Review Application Form (f\K;J2d,~ 6),-uyy.A-;. ~ ~ - ~ Narrative explaining the purpose of the proposed development, the existing use of the property, and any additional information that may have a bearing in determining the action to be taken. The narrative should also include the proposed number of employees and future expansion plans, if known. / o o Copy of the Deed Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. ~ Copy of the Site Plan Reduced to 8'!2"x 11", which will be mailed as part of the required neighboring property notification packet. {f11 / ~t-of-Way Approach Permit Application provided where the property has frontage on an Oregon Department of Transportation (ODOT) facility. ~ree (3) Copies of the Stormwater Management System Study with Completed Storm water Seoping Sheet Attached - The plan, supporting calculations and documentation must be consistent with the Engineering Design Standards and Procedures Manual. "i, /i/ kThree (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer in v'f 7 / \~ccordance with SDC 4.2-105 AA. Traffic Impact Studies (TIS) allow the City to analyze and evaluate the traffic impacts and mitigation of a development on the City's transportation system. In general, a TIS must explain how the traffic from a given development affects the transportation system in terms of safety, traffic operations, access and mobility, and immediate and adjoining street systems. A TIS must also address, if needed, City, metro plan and state land use and transportation policies and ~bjectives. E( Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR Eighteen (18) Copies of the Following Plan Sets for Submittal o All of the following plans must include the scale appropriate to the area involved and sufficient to show detail of the plan and related data, north arrow, and date of preparation. Date Received: D All plan sets must be folded to 8V2" by 11" and bound by rubber bands. APR 1 6 2009 a. Site Assessment of Existing Conditions o Prepared by an Oregon licensed Landscape Architect or Engin~,ginal Submittal ~J11- < ~O'~-~ ~~C". Revised 111108 Molly Markarian 4 of 10 F-- r L' ~ -- CITY OF SPRINGFIELD VICINITY MAP DRC2009-00014 270 & 304 "Q" Street ~ ~~~..~ n_ ' ,_ _~ - -/ J ~ I ~ I ~I / aST ~ - 1llt 1 I . I ,....--I~ SITE Map 17-03-26-24 Tax Lot 1500, 1600 North + '---- - 1 Date Received: APR 1 6 2009 Original Submittal 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone Job/Journal Number DRC2009.000 14 DRC2009.000 14 DRC2009.000 14 Payments: Type of Payment Check cRcceintl RECEIPT #: Description CTY Site Plan Reyiew + 5% Technology Fee Postage Fee Type II . $160 Paid By SPRINGFIELD DIALYSIS LLC )' of Springfield Official Receipt vevelopment Services Department Public Works Department 2200900000000000392 Date: 04/16/2009 Item Total: Check Number Authorization Received By Batch Number Number How Received ddk 1048 In Person Payment Total: Date Received: APR 1 6 2009 Original Submittal Page 1 of I 9:07:24AM Amount Due 14,558.00 727.90 160.00 $15,445.90 Amount Paid $15,445.90 $15,445.90 4/16/2009 I~--- ,.. r~r ~hristopher Kidd & Associates, LLC ~iitects and EnmNSMITTAL , .., fI....-.::: i. ., ~ Date: April 6, 2009 To: via FedEx Standard Overnight Mr. Mark Metzger City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 541-726-3753 From: Ms. Michelle M. Woggon Christopher Kidd & Associates Architects and Engineers Re: FMC-DS of Springfield -Shell Building 304 Q Street Springfield, OR 97477 CKA Project #07192-02 ~ Dear Mr Metzger: Enclosed please find: I. One Partially Completed Site Plan Review Application (the Property Owner shall sign the application in person) 2. One Project Narrative 3. One copy of8.5"xll"Site Plan 4. Eighteen copies of 8. 5" x II" Color Rendering 5. Three copies of the Storm Water Design Report dated April 10, 2009 including the completed Storm Water Scoping Sheet. 6, One copy of the Geotechnical Report by K & A Engineering dated November 11, 2007 7, One copy of the Exterior Lighting Fixture Cut Sheet packet 8, Eighteen signed and sealed copies of the Civil, Landscape, Architectural, and Structural Plan sets folded into 8.5" x II" Packets Please note that a copy of the Deed, Preliminary Title Reports, and check for the fee will be furnished as needed by the Property Owner. If you have any questions or if I may be of assistance, please do not hesitate to contact me. I --.I.. .,. Sincerely, ~-~~ Michelle M. Woggon Date Received: APR 1 6 2009 " MMW:lp Original Submittal c: Dr. Mattox Purvis, Eugene Springfield Nephrology Assoc., via FedEx Overnight I!" ~ '';-;;." N48W16550 Usbon Rood Menomonee Foils, WI 53051,6630 262.901.0505 P!.one 262.901.0510 Fox .....~~..,...........-';.;.; J'_ ..~~~...~..~,.~ '-;,J- ~""?,,-.::;:-1fq._,,,. . "i:' 01' ~;...:/J.j.~,' -;-,- :.~~~_, d. ~_ "" . ,.-;-., , ....... '.. , .. -r-""; ~~~;~~i. ~~.:~ :::-:- -.~' ~:~'~~;..i~:~~.' ~ :i ~ ~. '!'.,' a._ "'.... '- \- '!!"Y!.~' '-' - ~ '" -, 1... "'" t Chri!OPhCr Kidd & AssodiJtcs, LlC ='Arcttltects nd Eng ::.:::::::::.-.-::.. .~- Sf'RINGf'JELD.ORCCC1j\ -"".............-"...-. -.-....-.- FRESENIUS MEDICAL CARE PRELIMINARY IU ('OVYJUCIlT <:IIRISTOPIlER KIlJU'" ASSOCIATl:S, LtC 2008 APR 1 6 2009 Original SubmittaL Christopher Kidd & Associates, LLC Architects and Engineers Project Narrative c Project Name: FMC-D.S. of Springfield - Shell Building CKA Project Number: 07192-02 Tax MaplLot: TL 1500 and TL 1600 304 Q Street Springfield, OR 97477 Existin~ Use of Property The existing property consists of two parcels, Tax Lot 1500 and Tax Lot 1600, having one single story residential structure each to be removed. There are multiple accessory structures to the residences to be removed as well. (See Sheet CI) A number of existing trees shall be removed via a tree felling permit, however; all trees that can be kept will be identified and protected properly during construction. (See Sheet CI and Sheet LlOO) Proposed Use of Property The proposed site plan includes an 10,394 g.s.f. medical office building shell to house a future outpatient dialysis clinic. (See Sheet C3 and A 100) The tenant improvement work shall be performed under a separated contract and separate permits. The site also includes a parking lot for 38 vehicles including 4 ADA compliant accessible spaces. A covered drop-off canopy is provided with vehicular access. A pedestrian sidewalk from the existing street is provided as well as bike parking in a covered area. Proposed Number of Employees 15-18 (including doctors, receptionists, nurses, technicians, social workers, dieticians, clinic manager, training coordinators when dialysis facility tenant build-out is constructed) Future Expansion Plans None. Dialysis facility tenant build-out shall be constructed under separated contract within proposed shell building. An interior floor plan has been included to show the future layout of interior rooms. Date Received: Prepared by: Thea M. Watters, LEED AP Christopher Kidd & Associates, LLC APR 1 6 2009 262-901-0505 pl?og~inal S~~9\\~!""1II .a~ N . .. ~~ '" ~~ ~5 .~g ~. ~"El .~ ""U :::0 o ""U o Cf) m o Cf) -l m ""U r ~ Z llTTYI"1 :1 LUd.1.J ~ re !;.:-:-. 0. IH~:! ' ~""','" ;: ; ~""'~;". ~;-. . 0.0 :"'~ . /J H~:l"~ 0. II jEe 1'; \l.!~. i~.. "~ ,i=~ : ~,...~ ",'.. \,e: "';\~ oilllll\.'~'II-j ~- - ~~ IlL :'i!,) 1111 ~;~ fr.-, " <<,II~! t.A"DSC~i>E ~ / ~~ - - - - ~ - - --"'= "- 1"Vi I. C1.'1 j .1>111. I 1/ " lTT'I'-j'.1 :1'.1',1:.1"'1' I,'I,J.I',.J,I",'J,IITI'J' r .1. I~..['I' I :1~1::;r , , g g ~~~ ~~~ r>iil N L 1- l~ . e I: .8 lH l' ~ , , I - - -:;,;::,,-:.. - - - ~ I f, ' ... ~~ .. N , , Ii , J' . I ~ IQDJJ I bUd] I ;,,\ I' II ." I WdI'l111 !' I : i C!tID II ~I :J' ~ I i~ I.TI:C:[ QS1REEl LANDSCAPEI>P.EA J~ ~ ~ ...----.......... // ~ ! /' ') I /'/' /' \ /' /' I I/'/' \ .f //' I .~ ! Q. / '- /' --.-' ,~ l.ANDSCAP~AAEA ~ 0 "'=" ~ 110 L.JD II ',o,B ti L.JD , m IIIIIIII"IIIIIII)!' .... , , I ~ I ! -~ -I ~ ./=1 ~ ,...,j E - E= ; '7] i==1 0 ~~ .., <<5' 5' 0 '-I !!l III I CIl )> - c: -a (1) C" ;:0 ::u 3 - a en (1) !!!. ..... f6 = :C' = <D (1) 0- ! i I ~ I!. "i ~ j a ~ I' ",. 1!H; l'3?-j ~ i 3.. i~g , LANDSC-v>EAAE'. a STREET . ~8 Shell Medical Office Building for: FMC - 0.5. of Springfield 304 Q Street (TL 1500 and TL 1600) Springfield. OR 97477 i. Christopher Kidd & ASsociate~1 .' Architects and Engineers ", N4BW165501lsbooRoad MenomoneeFalls,Wiscon$in53051 , :' Phone 262.901.0505 I Facs;mile 262.901.0510 ., . :.. Cm,,' ,,""@o<,",,",,"",oom W"""_'~._''''''.oom " '.. .a K & A Engineering, Inc. 3327 Roanoke Ave" Eugene, OR g7408 (541) 684-9399 Voice (541) 684..9358 FAX engineering November 28, 2007 Project: 205.07 Eugene Springfield Nephrology Association 1200 Hilyard Street, Suite 470 Eugene, OR 97401 . Subject: Geotechnical site investigation Tax lots 1600 & 1700, tax map 17 03 26 24 Q Street, Springfield, Oregon PURPOSE AND SCOPE Our understanding is that you are proposing construction of a new medical clinic at the sUbject project site. Our assumption is that the facility wlli likely include conventionally-framed buildings, parking areas, utilities, and other improvements consistent with light commercial and professional development. As requested, K & A Engineering, Inc. has completed a limited geotechnical investigation of the subject project site. The purpose of our investigation was to characterize site surface and subsurface soil conditions and to make recommendations for the proposed site development with respect to cuts, fllis, foundations, pavements, and drainage. The scope of our services Included fieldwork and this written report. SITE INVESTIGATION General Site Characteristics The project site is .located in northwest Springfield, northeast of the intersection of Beltilne Highway and Pioneer Parkway, See the altachedVicinity Map. The site currently includes two tax lots. Both lots have existing small one-story residences, buildings, pavements, and utilities. Site vegetation includes moderately dense fir and hardwoods, scattered native an non"native shrubs, and light to dense grass cover. The ground surface is essentially flat and unilorm, with no indications of instability or poor drainage. Date Received: APR I 6 2009 Original Submittal K & A Engineering, Inc. Geology of the area' consists of relatively thick (perhaps greater than 100-feet) quatemary delta fan alluvium over sandstone. The delta fan alluvium includes silts, sands, and sandy-gravels deposited by the nearby Willamette and McKenzie Rivers.' Subsurface Soil Conditions Nine test pits were excavated at the site using a track-mounted hydraulic excavator. The approximate locations of these test pits are shown on the attached Geotechnical Site Plan.' The test pits ranged in depth from approximately 7 to 12-feet. In general the soil profile at the project site can be characterized as 1 to 3-feet of dark brown, loose, organic silt (topsoil with roots and organic matter) over 1 to 3-feet of tanlgray moderately dense/stiff silt, sand, and sandy silt, over dense to very dense well-graded sandy gravels. Groundwater was found at depths ranging from 4 to 12-feet. Graphic logs of the test pits are attached to this report. SUMMARY AND RECOMMENDATIONS General Suitability The project site is well suited for the proposed development. There are no unusual geologiC hazards associated with this site. Geologic Hazards Slope Stability There is not a significant slope at the project site. There are not any hazards associated with slope movement. Expansi~e Soils There are thin zones of friable, moderately plastic silts at the site, generally located undemeath the ground surface from 2 to 3-feet. These silts have a moderate potential for volume change with changes in water content. Due to the depth and thin nature of these silts, the overall hazard from expansive soils at the site is low. Our recommendations for design and construction of foundations consider the low hazard of expansive soils and provide measures to mitigate their effects. Earthquake Ground Motion - "Relative Hazard" The project site has been mapped in an area of "low to intermediate hazard" for the combined effect of ground motion amplification and earthquake induced slope movement.4. Since.there are no slopes at the site, the hazard from ground motion is due to the existence of relatively thick stratum of unconsolidated soils, and the 1 Ian P. Madin and Robert B. Murray, Preliminary Geologic Map of the Eugene East and Eugene West 7.5' Quadrangles, Lane County, Oregon; State of Oregon Department of Geology and Mineral Industries, Open-file Report 0-06-17, 2006. 'The McKenzie River is approximately 5,000-feet north of the project site, and the Willamette River is approximately 6,000- feet south of the site. The confluence of the McKenzie and the Willamette is north of the site, and in general, this area has been strongly influenced by significant river meanders and flood deposits from both rivers. , The locations were recorded with a hand-held GPS receiver and are accurate, horizontally, within:!: 10-ft. 4 Relative Earthquake Hazard Map of the Eugene-Springfield Metropolitan Area, Lane County, published by the State of .oregon Department of Geology and Mineral Industries, John D. Beaulieu, State Geologist, 2000. Project: 205,07 Q Street, Springfield, Oregon Date Received: Page 2 of 11 Client: ESNA November 28, 2007 APR 1 6 2009 Original Submittal K & A Engineering, Inc. amplification of bedrock ground acceleration. The cited study recommends that an amplification factor for this area could be as high as 1.5. Earthquake Ground Motion - Liquefaction With the exception of the southwest quadrant of the project site, the overall hazard of liquefaction at this site is low due to the general iocation of the groundwater surface below the top of dense well-graded gravels We did find groundwater in a thin layer of poorly-graded sand in test pit TP09 which could be susceptibie to liquetaction and strength loss with seismic ground motion. Our recommendations for site development and foundations are made to mitigate the possible liquefaction condition in the southwest area of the project site. Earthquake Ground Motion - Differential Settlement In general, subsurface soil conditions for most of the project site, as determined in the fieid with the test pit investigation, are relatively uniform and present no significant hazards with respect to differential settlement from earthquake ground motion. However, we did find saturated, poorly-graded sands in test pit TP09, and we also obselVed indications that the groundwater may rise in the southwest quadrant of the project site (as obselVed in test pits TP08 and TP09). If saturated, poorly graded sands (and the sands, silty-sands, or sandy-siits) are likely to be susceptible to earthquake-induced high pore water pressures and subsequent bearing capacity failure and settlement. Our recommendations for foundations, below, inciude specific measures to identify and mitigate this condition in the southwest zone of the project site. This zone is identified on the Geotechnical Site Plan. Earthquake Ground Motion - Faulting or Lateral Spreading There is no known active fault that moves through the project site that could be the cause of faulting or lateral spreading. Lateral spreading is unlikely at the project site. Earthquake Ground Motion - Design Criteria Based on criteria prescribed in Table 1613.5,2 of the 2007 Oregon Structural Specialty Code we recommend that the project site is SITe Class "0" based on a "stiff" soil profile. We recommend development of seismic ground motion design parameters, including a spectral response CUlVe, as prescribed in ASCE 7 -05, chapter 11. For design of non-foundation elements (such as exterior retaining wails or "non-structural" elements and anchorages) for lateral earthquake loads, we recommend a design peak ground acceleration of 21-%g (10% probability of exceedance in 50-years) that also includes a 1.5 amplification factor due to the mapped local hazard.' Site Development Clearing and Grubbing All areas to receive foundations, pavements, or modifications in surface grading should be stripped of the surface organiC silts. The depth of stripping will range from 1 to 3-feel. Strippings should be removed from the '2002 NSHMP Hazard'Mapping. Interactive web site at: http://earthquake .usgs. gov/research/hazmaps/interactive/cm aps/custom2002 _ 2006.php uate t-<eCeIVed: Q Street, Springfield, Oregon Page 3 of 11 APR 1 6 2009November 28, 2007 Project: 205.07 Client: ESNA Original Submittal K & A Engineering, Inc. construction area to a suitable disposal area off site, or stockpiled at on site for use as backfill tor landscaped, vegetated areas designated on the project site plan, if approved by the project architect. Organic silt strippings are not suitable tor structural fill. . Stripped areas should be thoroughly grubbed of roots and all woody debris. Grubbed roots and woody debris should be disposed of off-site. All areas of clearing, grubbing, and general excavation should be managed tor minimization of sur1ace erosion and sediment transport off site. Management techniques could include covering during rainfall, sediment fencing, and avoiding concentrated sur1ace runoff. Subgrade Preparation General Site Recommendations After clearing, grubbing, and excavation, the subgrade should be graded smooth to undisturbed native soils at the desired elevation(s). Loose or disturbed subgrade soils should either be removed and replaced with select granular fill or compacted to a minimum dry density of 95% of maximum as determined be ASTM D698 (standard proctor). Compaction may not be feasible during intermittent wet weather or if the water content of the subgrade soil is higher than the optimum water content. K & A Engineering, Inc, should be on site during subgrade preparation to provide on-site recommendations and to approve of the subgrade prior to placement of granular fills or construction of footings or pavements. Southwest Zone The southwest quadrant of the project site (see the hatched area on the attached Geotechnical Site Plan) may contain relativeiy high groundwater levels and saturated, poorly-graded sands, silty-sand, or sandy-silt which could experience strength ioss from strong ground motion. At locations, in this zone, to receive permanent foundatio'ns, the poorly-graded sands, silty-sand, or sandy-silt should be removed so that the subgrade supporting permanent foundations in this zone is in the dense sandy- gravels. Select granuiar fill should be placed on the prepared subgrade and brought to the desired foundation elevation. Pavement subgrade in this zone should be prepared as recommended in General Site Recommendation,s, above, with no required removal of poorly-graded sands, silty-sand, or sandy-silt. Cuts Based on our understanding of the nature of the proposed development, it is unlikely that there will be permanent cuts or fills exceeding 4-feet in height. Temporary cuts up to 8-feet in height maybe made for foundation construction with slopes not exceeding 1 H : 1 V. K & A Engineering, Inc. should be contacted for additional recommendations if cuts exceeding 8-feet are required. All temporary cuts should be covered during wet weather. Permanent cuts up to 4-feet in height should be designed and constructed with slopes that do not exceed 1.5 H : 1 V. Permanent cut slope sur1aces should be graded smooth and protected from sur1ace erosion with either a vegetative cover or stone armoring. n!:ltl:! Rl:!r.eived: Project: 205.07 Client: ESNA Q Street, Springfield, Oregon APR 1 6 2009 Page 4 of 11 November 28, 2007 Original Submitll'll K & A Engineering, Inc. Fills Permanent fill embankments may be constructed with exposed face slopes that do not exceed 2 H : 1 V. All fill embankments should be "over-built" horizontally at least 2-feet and then reshaped to the tinal face slope. Fill embankments may be constructed using approved native structural fill or select granular fill. Fill embankments constructed with native structural fill should be constructed on a subgrade prepared as recommended above. Native structural fill should be placed in 9.inch maximum loose lifts and compacted uSing a vibratory smooth drum roller to a dry density equal to or exceeding 95% of maximum as determined by ASTM 0698. Select granular fill should be placed as specified below in the materials and methods specifications. All exposed permanent fill slope faces should be protected from surface erosion with either a vegetative cover or stone armoring. K & A Engineering, Inc. should inspect and approve of materials and placement of all permanent fills. Pavements Subgrade The subgrade under all pavements should be on native non-organic subgrade soil prepared as recommended above and approved by K & A Engineering, Inc., or on fills constructed and approved as recommended above. Pavement Design and Construction We recommend that the pavement structure for driveways and parking areas consist of 8-inches of aggregate base rock covered by 3-inches of dense-graded hot bituminous asphalt concrete (AC) pavement. Our recommendations for pavement structure are based on the assumption of a 20-year design life, a relatively. low subgrade strength assuming that the subgrade will be prepared on native plastic silt (M, = 6,000 psi), and an estimate for traffic over the 20-year design life of 63,000-18-kip equivalent singie axle loads, Wet Weather' Construction Earthwork construction including cuts or fills, during continuous or heavy rainfall or very wet weather is not recommended, Earthwork construction may proceed during light, intermittent rainfall provided that subgrade soils are not saturated or weakened by cyclic wheel loading from trucks and earthwork equipment. Temporary haul routes for trucks (constructed with coarse select granular fill) may be required to avoid weakening of the subgrade from construction traffic. K & A Engineering, Inc. should be consulted tor additional recommendations if earthwork construction is to proceed during wet weather. Underground Utility Construction There are no unusual hazards for utility construction at this site. All utility construction should be made with the implementation of safety procedures and methods required by local, state, and federal standards. Backfill in the pipe zone should consist of either fine select granular fill or a granular fill recommended by the public utility installer. Backfill above the pipe zone may consist of native structural fill (if water content and weather permit proper compaction), or select granular fill. Date Received: Project: 205.07 Client: ESNA Q Street, Springfield, Oregon APR 1 6 2009 Page 5 of 11 November 28, 2007 Original Submittal K & A Engineering, Inc. Foundations General Assutnpuons We anticipate that the proposed construction will include one or two-story conventionally framed walls. There may be structures with one-story CMU perimeter walls, We anticipate design loads for perimeter footings in the range of 1 to 3-kips per lineal foot; and isolated interior footing supporting roof loads in the range of 10 to 20- kips. Foundation systems may include conventional cast-in-place reinforced concrete spread footings, or cast- in-place reinforced grade beams supported by cast-In-place concrete piers constructed in pre-drilled holes. The following recommendations were made to limit differential settiemeot to 1j,-inch and satisfy bearing capacity of soils as evaluated in the site investigation. Spread Fooungs Shallow spread footings should be designed for an allowable bearing capacity of 1 ,500-pounds per square.foot. Shallow spread footings should be constructed to bear on approved subgrade prepared as recommended above at a minimum depth below final grade of 2-feet. Alternatively, shallow spread footings may be supported on select granular fill that extends to the subgrade, prepared as recommended above, at a minimum depth below final grade of 2-feet. Pre-drilled Concrete Piers High point loads or other foundation loads may be supported by cast-in;place concrete piers poured in pre- drilled holes. Concrete piers should extend to a minimum depth of 1-foot below the surface of dense sandy gravels or 6-feet, whichever is deeper, below the final grade. K & A Engineering, Inc. shouid be on-site during drilling and approve of the depth of piers. The allowabie bearing capacity for concrete piers is 15-kips per square foot in end bearing only. The minimum recommended pier diameter is 24-inches. Prior to placement of concrete, all pier holes should be cleaned of all ioose soils. Our experience is that the use of a large truck~mounted vacuum system is the most economical and efficient method to remove loose debris. Concrete should be carefully placed In the holes using a tremmie or pump hose so that the concrete is placed in the hole to avoid disaggregation of the concrete. The tremmie or pump hose should be placed below the water level, if groundwater is in the hoies, and slowly pulled upward as concrete is placed, displacing the water. All piers should be reinforced for seismic loads and other lateral loads as per the 2007 Oregon Structural Specialty Code. Foundauon Area Drainage All perimeter strip footings should be drained with a conventional perimeter drain system consisting of a perforated drainpipe covered with a minimum of 12-inches of drain rock that is completely enveloped with separation geotextile. Retaining Walls We anticipate that short retaining walls may be specified to support loading ramps. We assume that loading ramps will be backiilled with select granular fill and have a level backiill that supports pavement and truck loads. Date Received: Project: 205.07 Client: ESNA Q Street, Springfield, Oregon APR 1 6 2009 Page 6 of 11 November 28,2007 Original Submitt'll K.& A Engineering, Inc. We recommend that loading ramp retaining walls be designed for a triangular lateral pressure envelope of an equivalent fluid having a density of 35 pounds per cubic foot plus a uniform lateral pressure (to account for traffic surcharge) of 240-pounds per square foot. The recommended maximum allowable passive soil pressure at the toe of the wall is an equivalent fluid pressure of 300-pounds per square fooVloot. The recommended coefficient of sliding friction at the base of the retaining wall footing is 0.4. Note that this value is NOT adjusted by a factor of safety, Retaining wall footings should be designed for an allowable bearing capacity of 1 ,500-pounds per square foot and should be supported on select granular fill that extends to approved prepared subgrade soils at a minimum depth of 2-feet below the ground surface at the toe of the wall. Retaining walls should be drained, at the heel (the fill side) with weep holes that extend through the wall. Weep holes at the heel should be covered with a minimum of 12-inches of drain rock that is covered with separation geotextile. Weep holes should be spaced at B-feet minimum and have a minimum diameter of 3-inches. Surface Runoll Final grading should route surface runoff away from foundations. We anticipate that the site grading plan will include designed systems to collect and manage storm runoll, Drywells Drywells or soakage trenches may be used for limited disposal of surface runoff from roofs. Drywell design criteria are beyond the scope of this report. K & A Engineering, Inc. can provide additional field testing and design and construction criteria for drywells or soakage trenches, if required, SPECIFICATIONS Materials Select Granular Fill Select granular fill may consist entirely of fine select granular fill or a minimum of 9-inches of coarse select granular fill covered with a minimum of 3-in'ches of fine select granular fill. Fine Select Granular Fill Fine select granular fill should consist of clean, durable, well-graded material with a maximum particle size of 3- inches and a maximum of 10% passing the no. 200 sieve. Select granular fill shall be placed in layers not to exceed 12-inches (loose) and mechanically compacted to an average dry density exceeding 95% of maximum as determined by ASTM 0698 (Std, Proctor). Coarse Select Granular Fill Coarse select granular fill should consist of clean, well-graded quarry stone having a maximum particie size of 3-inches. Quarry stone should be durable and have 100% fractured faces. Coarse select granular fill should have a water content judged to be near optimum by the geotechnical engineer, and should be placed in 12-inch layers and compacted using a heavy vibratory steel drum roller. . Date Received: Project: 205.07 Client: ESNA Q Street, Springfield, Oregon APR 1 6 2009 Page 7 of 11 November 28, 2007 Original SubmittAl K & A Engineering, Inc, Alternatively coarse select granular fill may consist of well-graded "bar-run" gravels from a local alluvial source. "Bar-run" coarse select granular fill. shall pass the 4-inch sieve and shall have no more than 10%, by weight, passing the no. 200 sieve. Aggregate Base Aggregate base should consist of clean, durable, well-graded material with a maximum particle size of 1 1/2- inches and a maximum of 10% passing the no. 200 sieve. Aggregate base shall be placed in layers not to exceed 12-inches (loose) and mechanically compacted to a dry density exceeding 95% of rnaxirnum as determined by ASTM 01557 (rnodified proctor). Orail! Rock I Drain rock should consist of 1 1j, to 3-inch clean, open-graded, and durable round river stone or angular quarry stone. Natiue Structural Fill Native structural fill refers to on-site native clean sands, silty-sand, and .sandy gravel. These soils may be used for native structural fill if the water content is at or within 2% of optimum as determined by ASTM 0698. Subgrade Subgrade refers to compacted, graded native soils underneath stripped and grubbed organic layers that will receive constructed fills or ernbankments. The subgrade in the southwest zone hatched on the Geotechnical Site Plan should be in native undisturbed sandy gravels, Separatlol! Geotextile Separation geotextile should consist of a non-woven, needle-punched, polypropylene fabric meeting the following specifications: Table 1 - Separation Geolextile Specifications Property Test Specification Method Grab Strength ASTM > 1.4 kN 04632 I Tear Strength ASTM > 0.5 kN 04533 I Puncture Strength ASTM > 0.5 kN 04833 I Burst Strength ASTM > 3,500 kPa 03786 I Permittivity ASTM > .02 sec" 04491 I Apparent Opening Size (ADS) ASTM US Std. Sieve 70 04571 I Ultraviolet Stability ASTM > 50% reI. After 500 hours 1 04355 exposure . Date Received: Project: 205.07 Client: ESNA Q Street, Springfield, Oregon . APR 1 6 2009 Page 8 of 11 November 28, 2007 Original Submittal K & A Engineering, Inc, A manufacturer's printed certification is acceptable as proof of compliance in lieu of. iaboratory testing. Fabrics that meet this specification include Amoco Fabrics and Fibers Co. proPex 4545. Separation geotextile should be placed free of wrinkles or other discontinuities. Torn, punctured, or damaged fabric should be replace, Separation geotextile should have a minimum lap at seams of 12-inches. Pavement Geatextile Pavement geotextile should consist of a woven polypropylene fabric meeting the following specifications: Table 4 - Pavement Geolextile Specifications [. Properly Test Specification Method I Grab Strength ASTM > 1.4 kN 04632 Tear Strength ASTM > 0.5 kN 04533 Puncture Strength ASTM > 0.5 kN 04833 I Burst Strength ASTM > 3,500 kPa 03786 I Permittivity ASTM > .05 sec" 04491 I Apparent Opening Size (ADS) ASTM U.S. sieve 70 04571 I Ultraviolet Stability ASTM . > 50% ret. After 500 hours ] 04355 exposure , A manufacturer's printed certification is acceptable as proof of compliance in lieu of laboratory testing. Fabrics that meet this specification include Amoco Fabrics and Fibers Co, ProPex 2006. Pavement geotextile should be placed free of wrinkles or other discontinuities. Torn, punctured, or damaged fabric should be replace. Separation geotextile should have a minimum lap at seams of 12-inches. Drain Pipe Orainpipe for foundation drain systems shall consist of rigid AOS3000 Triplewall pipe or schedule 40 PYC, Pertorations should be either prefabricated by the pipe supplier, or constructed by drilling V"inch diameter holes spaced at 8" into solid pipe. Pertorations should be placed down. K & A Engineering, Inc. should be contacted to review and approve pertorated drainpipe prior to installation, Placement Specification General recommendations for placement of earthwork and specified materials are as follows: . Strip and remove all organic soils including grubbing of root masses in native soils underneath the organic topsoil. Date Received: Project: 205.07 Client: ESNA Q Street, Springfield, Oregon . Original Submittal APR 1 6 2009 Page 9 of t 1 November 28, 2007 K & A Engineering, Inc. . Remove any sands, silty-sands, or sandy-silts under foundation areas in the southwest Quadrant shown on the Geotechnical Site Plan. The subgrade in these areas should be in dense sandy gravels, The minimum width of the subgrade underneath footings in this zone should be equal to or greater than the footing width plus two times the distance from the footing to the subgrade. . Compact subgrade prior to placing constructed fills, embankments, pavements, or foundations. The subgrade should be compacted to a minimum of 95% of maximum as determined by ASTM 0698. Compaction may not be possible during wet weather or for soils having moisture contents exceeding optimum. . Native structural fill should be placed in 9-inch maximum lifts (loose) and compacted using a vibratory sheepsfoot or smooth drum roller to an average in-place dry density exceeding 95% of maximum as determined by ASTM 0698. . Fine seiect granular fill should be placed in 12-inch maximum lifts (loose) and compacted using a smooth drum vibratory roller to an average in-place dry density exceeding 95% of maximum as determined by ASTM 0698. . Coarse select granular fiil consisting of should be placed in 12-inch maximum lifts (loose) and compacted using a vibratory smooth drum roller having a minimum dynamic centrifugal force of 30- kips, Coarse granular fill should have a water content judged to be at optimum by the geotechnical engineer, and compaction should continue until no deflection of the fill is observed at the edge of the roller. . Quality control of constructed fills and embankments and compaction of subgrade should be provided by a Qualified geotechnical engineer or a materials testing company approved by the geotechnical engineer. A Quality controi program should have a systematic pian for obtaining random samples of sufficient Quantity to assure reasonable compliance with these specifications. Date Received: APR 1 6 2009 Original Submittal Project: 205.07 Client: ESNA Q Street, Springfield, Oregon Page100f11 November 28, 2007 K & A Engineering, Inc. LIMITATIONS AND USE OF GEOTECHNICAL RECOMMENDATIONS This report has been prepared for the exclusive use of Eugene Springfield Nephrology Associates and its design consultants and contractors for the subject project . This geotechnical investigation, analysis, and recommendations meet the standards of care of competent geotechnical engineers providing similar services at the time these services were provided. We do not warrant or guarantee these recommendations, site surface, or subsurface conditions. Exploration test holes indicate soil conditions only at specific locations (i.e. the test hole locations) to the depths penetrated. They do not necessarily reflect soil/rock materials or groundwater conditions that exist between or beyond exploration locations or limits. The scope of our services does not include construction safety precautions, techniques, sequences, or procedures, except as specifically recommended in this report. Our services should not be interpreted as an environmental assessment of site conditions Thank you for the opportunity to be of service, Please call us if you have questions or need further assistance. Respectfully, EXPIRES ~f';( Michael Remboldt, P.E. . Principle, K & A Engineering, Inc. Date Received: APR 1 6 2009 Originai submittal Project: 205.07 Client: ESNA Q Street, Springfield, Oregon Page 11 of 11 November 28, 2007 " I - . ill , ='".,. t') ,., " ;' I' " , -N44 ~ RD . , APR 1 5 2009 Original Submittal k-a \ engineering geotechnica'l!1Givil engineering Eugene, OR 97440 541 684 9399 541 684 9358 fax Project: ESNA - Q Street Client: ESNA Job No: 205.07 Oate:11J27/07 Sheet: 1 of 1 -----' ,- /- ( ! /--~"'I __,,_7-- _/ J I / V \ - ~ I ~ / TP)3' i 1 TP04 / '- . / . / ~ ..- - ~ ~_/ / 1;- i~:;;'~ i\ \ TP07 I . \ I \ "" ,. \ ~ I \J ...:_.. _! ) I I TPOS, I. ~:....! I' i r- I I I I I \ I . ~ - -- - - ~/ I __, I ; D I \ I . I ... ......1 I '" I \1 /~ TP08 4 TP02 r 140' 1 II .-. ,'.,..,.. "', j /" /1 EXIST BUILDING(TYP) . "'0 ", " ". ". C,. "~~ .'.. ".)""..'/ \ / I . ' " " .. " " .... ", I '," ...... ~\ \ ' " " " ',....,,, ",'. \. ' " "-, II"" "".'" '...."",. ".....' .'. "'~' '., '\., I" ", " ", " '..... \" " 1 ,->,.<;.. ,~"~p;~c.I'.>> ',> ::"'::'>~<' tl. PROPER'lY BOUNDARY (TYP.) , ,".., '.'. ", '\'," I', '" ' . '. "..>.--: '. ' . "'-.. o ", ' , \. ',' '," if/" < . i ;: r:~>>:;(C\:::<:::I::.::::::::.::,:~.:::<,:<,) / /\ .. ::~~q%'~~~~:<:~~~('~ j,~):O J.. '. "'." '. " ,-.-";,, .... , , . ,"-... ..-.. -L J - ------- -- J. -\~-- ~..J -~ ."-" :- -'-- ........;;. '\\. ,= ,....---- \.---'\_/\. ':':--~,,::--....-,>'-- --448-- ____p \ I, ,.... __' ----.---.-"1 , /"~. , -4-47 TP06/"447 :f! / /447_" J; j /\ L _ ! I I \ I i ! '- ! ~ , . ': \, '. '. I I I I I ----+ I I 1 I I 1 Q STREET -~ 8 ~E~JECHNICAL SITE PLAN LEGEND ~ TP09 TEST PIT LOCATION AND DESIGNATION Date Received: APR 1 6 2009 Original Submittal POSSIBLE ZONE OF HIGH GROUNDWATE~ AND POORLY GRADED SANDS. SEE REPORT FOR SITE DEVELOPMENT RECOMMENDATIONS. " Date Excavated: Equipment '" ~- Q.1U W~ 0= '-' 'i' Q. ",,0 000 O~ ~ 4 ';"'. .,~ -...... 6 :;~.~ . ....... ...~:.:..j . 1\.". -." 8 -~.. 2 - 10 - 12 Date Excavated: Equipment '" ~- Q.1U w ~ 0= '-' 'i' Q. "" 0 000 o~ t = 2 1.l LL ~, 4 ,;.~ ~ . .~....Ill f- - - i'.:.--~! ~ :.:_~.~. ~ - 6 - ."-: ..r." ~- .;.:~:.. ~ 8 ~ .b.... ". S , ~ " ~ - 10 - ro o 8 - 12 . ~ 0:. ~ ~ w ~ ~ o ~ :~.a ? .n n i n ~~rlnn LOG OF TEST PIT TP01 11/8/07 Logged by: SS Surtace Elevation(ft): 448.0 Excavator MATERIAL DESCRIPTION Dark brown, damp, loose, ORGANIC SILT. Dark brown, damp, loose to moderately dense, SANOY SILT. Gray, moist, well-graded, SANDY GRAVEL "bar-run" with gravels up to 3-inches. Bottom of hole at 8-ft. LOG OF TEST PIT TP02 w ~ w '" 10 ~ - '" Z Q. 0 ~ ~ -= w '" z ;i '" >- ~ 5- ~ '" '" "" "" w ",,,,- 00 "" w w '" Q. 0 ~ ~ 11/8/07 Logged by: S5 5urtace Elevation(ft): 447.6 Excavator MATERIAL DESCRIPTION Dark brown, damp,loose, ORGANIC SILT. Dark brown, damp, moderately stiff, moderately plastic, SILT. Gray, moist, moderately dense, well-graded, SANDY GRAVEL "bar-run" with gravels up to 3-inches. Gray, moist, very dense, well-graded, SANDY GRAVEL "bar-run" with gravels up to 3-inches. Bottom of hole at 7.7 -ft. w ~ w E. 00 10 ~ => Z Q. 0 ~ => -= w '" z ;i '" >- '" ~ 6- ~ w <( "" w ",,,,- 00 "" w w '" Q. 0 ~ ~ Datu Re ::eivC!d: AI'R 1 t 200! r\ .jn ',,~I Q .hMit, !:a I K & A Engineering, Inc. 3327 Roanoke Ave. Eugene, OR 97408 (541) 684-9399 Fax (541) 684-93958 Eugene Springfield Neprology Assoc. Tax Lots 1600 & 1700, Q Street, Springfield, Oregon 205.07 Date Excavated: Equipment: I ~- ~o; W w O'=- '-' I ~ """ "'0 ,,~ 2 .'~'_:.' 4 ......-...,.. .I~~~~ -.~.. )-~'Q:. 6 ....A.:..... I.... 8 - 10 - 12 Date Excavated: Equipment: I ~- ~o; w w O'=- '-' I ~ "" " '" 0 " ~ 2 ~ e ., 4 ;::" ~ c " 6 ~- 0 z z z- " < 8 " g ~ ~ " 10 ~ - 0 . 0 " Ilt J"~'u"o~ . ". '0' -o.u ",0 )...:<:::5 .0 .l},' . .<$- -).q"O:6,1 . ,,". '0' -~"l,).K' J";-:_:.' ..,...... r:.'." '.. '~"". i-.:.:".-' - .,..... a. -.,. I.'. ... .It.-... . il~:~t (:; - 12 ~ ~ ~, ~ ~ w > ~ o ~ .,.a ?.. n n I ~ ~~ r i n f' lOG OF TEST PIT TP03 11/8/07 Excavator MATERIAL DESCRIPTION Dar1< brown, damp, loose, ORGANIC SILT. Logged by: SS Surtace Elevation(ft): 447.0 Brown, dry, very dense, well-graded, SANDY GRAVEL "bar-run" wilh gravels up to 3-inches. Bottom of hole at 7 oft Gray, moist, dense, well-graded, SANDY GRAVEL "bar-run" with gravels up to 3-inches. lOG OF TEST PIT TP04 11/8/07 Excavator MATERIAL DESCRIPTION Dark brown, damp, loose, ORGANIC SILT. Ught brown, dry 10 damp, stiff, friable, SANOY SILl w ~ ~ a ~ :2: Z z "" "' w w I ~ w '" => ~ ~ 6- "'~ w ~ "' w "' w ~ ~ ~ - z u =>20 >- . gs ~ Logged by: SS Surtace Elevation(ft): 447.0 Gray/Brown, dry, very dense, poorly-graded, SANDY GRAVEL,"bar-run" with gravels up 10 3,inches. Approximately lO-percent rock. Gray, moist, dense, well'graded, SANDY GRAVEL "bar-run" with gravels up to 3-inches. GWL = 12.0-feet Bottom of hole at 12.2-ft. K & A Engineering, Inc. 3327 Roanoke Ave. Eugene, OR 97408 (541) 684-9399 Fax: (541) 684-93958 w ~ w '" U ~ ~ => z ~ D ~ => 20 ~ '" z Z ~ >- "' ~ 6- ~ w "' "" w "'~ '" "" w ~ I ~ 0 ~ ~ Dclte F'eceived: APR II 6 2\1109 101 iginal Subnittal Eugene Springfield Neprology Assoc. Tax Lots 1600 & 1700, Q Street, Springfield, Oregon 205.07 Equipment: Date Excavated: - 10 - I ~- 0.0; ww o =- '-' ;: 0. "<!l "'0 <!l ~ 2 )-~........ .1._....... .. '". 4 - tQ.~::~~ 6 ' ~ '-. ..,..~.. ....~.:~.. ,.. . .Ia.... 8 ,~., 12 Equipment: Date Excavated: 2 Ir 4 6 , z- " ~ 8 ,,- g i: .- ~~ 10 12 g' ,. L ,. ~ ika ?.~n nl n~. ,Inn I ~- 0.'ii5 w w o=- '-' ;: 0. "<!l '" 0' <!l~ lOG OF TEST PIT TP05 11/8/07 Excavator MATERIAL DESCRIPTION Dark brown, damp, loose, ORGANIC SILT. Logged by: SS Surtace Elevation(tt): 447.0 Brown, dry, very dense, well,graded, SANDY GRAVEL "bar-run" with gravels up to 3-lnches. Gray, moist, moderately dense, poorly-graded, SAND. Gray, moist, dense, well-graded, SANDY GRAVEL "bar-run" with gravels up to 6,inches. Bottom of hole at 8-tt. lOG OF TEST PIT TP06 11/8/07 Excavator MATERIAL DESCRIPTION Dark brown, damp, loose, ORGANIC SILT. w ~ w '" 1:3 ro :0 " ~ "" ~ :0 g ~ 0. 0 ~ ~ '" z z' 6- >- g ~ ~ .. .. w "'~ '" :3 w '" I 0. 0 ~ Logged by: SS Surtace Elevatlon(tt): 447.0 II I Light brown/tan, dry to damp, stiff, triable, SILT. .-1.... Light brown, dry, very dense, well-graded, SANDY GRAVEL "bar-run" with gravels ~ ~.;~: up to 2-inches. ~:'~.' '...A. '_. ""'. Light.brown, moist, dense, well-graded, SANDY GRAVEL "bar-run" with gravels up ,t~,.~. to 2-inches. t'~':.:'.'. "':'~-~". ,~~ '\ Gray, moist, dense, well-graded, SANDY GRAVEL "bar-run" with gravels up to \3-inches. Bottom of hole at 8.8-11. K & A Engineering, Inc. 3327 Roanoke Ave. Eugene, OR 97408 (541) 684-9399 Fax (541) 684-93958 w ~ w '" '" 1:3 :0 Z ~ "" ~ => g ~ 0. 0 ~ ~ '" z z' 6- >- g ~ ~ .. .. w "'~ '" .. w ~ I 0. 0 ~ ~ / Dati ~ Relceiv~d: APR 1 $ 200! Oiginal S'lbmital Eugene Springfield Neprology Assoc, Tax Lots 1600 & 1700, Q Street, Springfield, Oregon 205.07 lOG OF TEST PIT TP07 Date Excavated: 11/8/07 Logged by: SS Equipment: Excavator Surtace Elevation(ft): 447.0 ~ ~ - " w ~ '" 1:: ~ => Z 13 I ~ 0'" ~ ::IS: ~ >-- <( " '" ~ ~ ~ >- . ~ ~" 5- "'~ ww '" 0 MATERIAL DESCRIPTION <( "'~ g; ~ <( ~ oc ,,~ ~ I ~ ~ >- - -- Dark brown, damp, loose, ORGANIC SILT. .--- 2 4 :~~.': , ~~ :::,:". '"0 "'"0. ~"''''''". "^"" ""~, ''',,~"' ." ""," /' -:::':i:i Light brown, dry to damp, dense, poorly,graded, SIL TV SAND. ",', "." ".. 6 -,';.:",";"::. ~...:..:.., Gray, moist, dense, well-graded, SANDY GRAVEL "bar-run" with gravels up to ,;.~.. 3-inches. . '~"". 8 . ..ac-. . . Bottom 01 hole at 8-tt. - 10 - 12 lOG OF TEST PIT TP08 Date Excavated: 11/8/07 Logged by: SS Equipment: Excavator Surtace Elevation(ft): 447.0 ~ " ~ ~ '" t:9 I => z u I ~ 0'" ~ =>5 ~ ~- "- ~ ~ >- ~" <( " '" z Z 5- >- . "' ~ ~ . '" 0 MATERIAL DESCRIPTION <( <( ~ "'~ g; ~ 51=' oc " ~ ~ I ~ - -- Dark brown, damp, loose, ORGANIC SILT. .--- 2 .'.1:1:.1 Light brown/tan, damp, stiff, friable, SANDY SILT. ~ ~:,.., Brown, dry, very dense, well-graded, SANDY GRAVEL "bar-run" with gravels up to ~ ' 4 . ,.: ., ,,3-lnches. .r >- _ r&~.' Gray, moist, dense, well-graded, SANDY GRAVEL "bar-run" with gravels up to g ...... '.' 3-inches. ~' 6 '~1~;:' GWL = 70-feet. ~, '... (0) .'~"'. ~ 8 . .4:A'., ",. g ~. "- '" ~ - 10 - ro o Bottom of hole at 8-ft. . Date Receivej: '" g. 12 >- 0:. >- ~ ,w AP~ 1 6 2009 , c ~-~.a g ~ng Intprin!, K & A Engineering, Inc. 3327 Roanoke Ave. Eugene, OR 97408 (541) 684-9399 Fax: (541) 684-93958 Or~gir al Su )mitt, 1_ Eugene Springfield Neprology Assoc. Tax Lots 1600 & 1700, Q Street, Springfield, Oregon 205.07 LOG OF TEST PIT TP09 Date Excavated: 11/8/07 Logged by: SS Surtace Elevation(ft): 447.0 Equipment: Excavator " ~- n.1E w ~ ,,'=- o so n. '" '" "' " "'~ MATERIAL DESCRIPTION Dark brown, damp, loose, ORGANIC SILT. w ~ w "' ~ ~ => z U n. " ~ => e w z z Z w >- . ~ 6- ~ w '" '" w zc g;~ '" w w " n. ~ ~ 2 Tan, moist, moderately stift, moderately plastic, SILT. ~:;~:~~ 6t"'., ...... III Gray, wet, moderately dense, poorly-graded, SAND. Gray, moist, dense, well-graded, SANDY GRAVEL "bar-run" with gravels up to 3-inches. GWL = Heet. 1 1 4 Bottom of hole at 6.7-ft. 8 - 10 - 12 ~ a ~ S b ~ a Z Z Z " ~ " '3 Date Received: ~ ~ " ~. a w a APR 1 6 2009 " o ~ e- n: ~ ~ w ik-a q_~nn\n.prinn Original Submittal K & A Engineering, Inc. 3327 Roanoke Ave. Eugene, OR 97408 (541) 684-9399 Fax: (541) 684-93958 Eugene Springfield Neprology Assoc. Tax Lots 1600 & 1700, Q Street, Springfield, Oregon 205,07 Tax lot 1600/1700 Q St.. Springfield. Oregon Pavement Design Flexible Pavement Design - Cement Stabilized Subbaset Input Variables Pavement Materials: Surface coefficient, 'I := .42 Surface Thickness (inches), NI := 3 Base coefficient, '2:= .14 Base Thickness (inches), N2:= 8 Subbase coefficient, '3 := .09 Subbase Thickness (inches), N3:= 0 Structural Number, SN:= 'J .Nj + a2.N2 + a3.N3' SN = 2.38 Reliabilily: Design Reliability Level, % R:= 75 Standard Normal Deviate, Z := qnorrJI(lOO - R),O, I] r. ~ 100 Overall Design Standard Deviation, So:= 0.45 Zr = -0.674 Performance: Initial Serviceability Index, . Po:= 4.2 Terminal Serviceability Index, Pt:= 2.5 "'PSI:= Po - Pt "'PSI = 1.7 Subgrade Soils: Subgrade Resilient Modulus (psi), Mr:= 6000 Output Z, So +9.36.log( SN+ I )-.2 . J M'SI ) 10,4.2_1.5 1094 (SN+l/19 t2.32.log(Mr)-8.07 .. W18:= 10- Date Recei\ed: 5 W18=1.l42x10 APR I 6 20(9 1AASHTO Guide for Design of Pavement Structures, 1993 Original Submittal 11/28/2007 Client: ESNA Project: 205.07 K & A Engineering, Inc. Christopher Kidd & Associates, LLC Architects and Engineers Exterior Lighting Fixture Cut Sheets -- Project Name: FMC-D.S. of Springfield - Shell Building CKA Project Number: 07192-02 Tax MapfLot: TL 1500 and TL 1600 304 Q Street Springfield, OR 97477 Contains: Lithonia Lighting" KSEl Lithonia Lighting - WFL2 Lithonia Lighting - VRR Architectural Area Lighting - SACRD Date Received: APR 1 6 2009 Prepared by: Thea M. Walters, LEED AP Christopher Kidd & Associates? LLC Original Submittal N48W16550 Lisbon Road Menomonee Falls, Wisconsin 53051 262-901-0505 Phone 262-901-0510 Fax - - - - - - - - - -- -- - - - - - - -- -- -- - - ----- - ~- - ,~ LITHDNIA LIGHT/NO" - . FEATURES & SPECIFICATIONS INTENDED USE - Used for car lots, street lighting or parking areas. CONSTRUCTION - Rugged, heavy.gauge, .12" thick, lightweight extruded, aluminum housing. Square shape, seam-welded and internally sealed for weather-tight integrity. Naturally anodized, extruded, aluminum door frame is sealed to housing by a silicone; closed-cell gasket and is secured with (3) quarter turn closing screws. Can be hinged from any of the four sides. Porcelain, horizontally-oriented. socket with copper alloy, nickel-plated screw shell and center 'contact. Medium-base socket used with lOOW and mogul-base used with 150-250W.UL listed 150W-60QV. FINISH - Standard finish is dark bronze {DDS', polyester powder, electrostati- cally- applied and oven-cured. Other powder architectural colors available. OPTICAL SYSTEM - Reflectors are anodized and segmented for superior uniformity and control, which allows the flexibility to mix distributions without compromising the overall lighting job. Reflectors attach with tool-less fas- teners and are rotatable and interchangeable. Three cutoff distributions available: Type II (Roadway), Type III (Asymmetric), Type IV (Forward Throw, Sharp Cutoff). lens is .125" thick impact-resistant, tempered .glass. ELECTRICAL SYSTEM - High re'actance, high power factor ballast for100W. Constant-wattage autotransformer ballast for 150-250W, Super CWA pulse start ballast required for 200W (must order SCWA option). Ballasts are copper wound and 100% factory tested. Removable power tray and positive locking disconnect plug. Super CWA Pulse Start ballasts, BB% efficient and EISA legislation compllant, are required for 151-250W (must order SCWA option) for US shipments only. Not available 175M SCWA: CSA. NOM or INTl required for probe start shipments outside of the US. INSTALLATION - Extruded, 4" aluminum arm for pole or wall mounting is shipped in fixture carton. Optional mountings available: LISTING - Ul listed for wet locations. listed and labeled to comply with Canadian Standards (see Options). ORDERING INFORMATION I Catalog Number I Note> ~~ rype Area Lighting KSE1 METAL HALIDE 100W, 150W, 175W, 200W, 250W 15' to 25' Mounting 8. N<>HTTIME FRIENDLY Con~~tWlthliEOOgoal. &.G"enGlobes"eritor1l fo<llQhlpoIIulionieduc\ion I ~T D :~ ~ Ori!linn Tgmnl::lIP6 5 6 7 Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Order accessories as separate catalog number. Example: KSEl 250M R3120 SCWA SP04 SF LPI Specifications EPA: 1.3ft2 (:12m2) (includes arm) . Square: 15-11/16 (39.8) Depth: 8-3/4 (22.2) Arm length: 4 (10.2) Weight: 26.6 Ibs (12.1kgl All dimensions are inches (centimeters) unless otherwise specified. I I Series I Wattage I I Voltage I Mounling5 KSEl 100M 120 SP04 Square pole (4' arm) 150M 208' (standard)J 175M 240' SP09 Square pole (9" arm) . 200M 277 RP04 Round pole (4" arm)J 250M 347 RP09 Round pole (90 arm) Ceramic 480' WW04 Wood pole or wall (4" arm)J mp:I~1 hi'lliop TB' WWll9 Wood pole or wall (9' arm) 71IWlC W804 Wall bracket (4" arm) l00MHC WOO9 Wall bracket (9" arm) 150MHC UARM When ordering KMA, DA 12 nntinnill Mnllntinn (shipped separately) Distribution OAIZP Degree arm (pole) R2 IES Type II roadway OA12WB Degree arm (wall) OJ IES Type III KIIA Mast arm adapter asymmetric KTMB Twin mounting bar R4SC IES Type IV forward throw. sharp cutoff NOTES: 1 Consult factory for availability in Canada. 2 Optional multi-tap ballast (120. 208, 240, 277V; 120, 277. 347V in Canada.) 3 Use SP09, RP09 or WW09 when two or more luminaires are oriented on a 90" drilling pattern. 4 May be ordered as accessory. 5 Additional' architectural colors available: see Architectural Colors brochure, Form No. 794.3. 6 For arm mounting. refer to technical data section in the Outdoor binder for drilling template. 7 Striping is available in the ten colors listed only. Tenon D.o. 2-3/8" 2-718- " Accessories: Tenon Moun/ina Slipficter (Order separatelv) Number of fixtures Two@180" Two@90"J Three@120" Three@90"J 120.280 T2o.290 120-320 120.390 T25-280 T25.290 125-320 T25.J90 135-280 T35-290 T35-320 T35-J90 Four@90"] T20,'90 T25-490 135~490 Ooe TZO-190 T25-190 T35-190 Outdoor II .s.tJlJJ:,p,-I in<:,ri'lllpo in filfrlln:~ Single fuse (120, 277,347V) Double fuse (208, 240. 480V) lamp included as standard Less lamp NEMA twist-lock receptacle only Quartz restrike system (100W max) /lamp not included) Emergency circuit Enhanced corrosi9n H;sistance Listed and . labeled to comply with Canadian Standards Available for MH probe start shipping outside the U.S. ~.:J:f.J (f) SF IF LPI l!lP PER QRS EC CR CSA INTL SCWA Super CWA Pulse Start Ballast NOTE: For shipments to U.S. territories, SCWA must be specified to comply with EISA. <:;hinm>o <;;pn::lr::llf'I\I.4 PEl NEMA twist-lock photocontrol (120. 208. 240V) NEMA twist-Iock.photocontrol (347V) NEMA twist-lock photocontrol (480V) ~EMA twist-Iock,photocontrol (277V) Shorting cap lor PER option House side shield (R2,R3) Vandal guard PEl PE4 PEl SC KSEIHS KSE1VG r-- t flm1 t-- Square MOlJntinl1 Ootion SPxx,RPxx;DA12P WBxx,DA12WB WW" Options (pow,der fjnish)l St;u;rlmrt.rnlnr<:, Ar~hil">('ttJri'l1 rnlnr r.b<;<;ir rnlflr<; 1M! IlVA D55 00; DTG OOR DSB ~J SID! SOWH Sll8L SIlNA SDTG SOBR SOBUA SIJGVM SDVlB [D3 Dark bronze (standard) IJ.II.ft-I White [8, Black Medium bronze Naturaf aluminum Sandstone Charcoal gray Tennis green Bright red Steel blue Dark bronze White Black Natural aluminum Tennis green Bright red Dark blue Gray Yellow Arr_hitP~rlJr::l1 rJ::l<;;<;; 1 i'lnor1ilP Date RAOO~DarkBfom\, \".,o"",",IV"",,,,",_ ABL Black APR 1 6 2009 Sheet #: KSE1-M Original 6uj)m!ttal AL -270 KSE1 Premium Cutoff lighting Coefficient of Utilization Initial footcandles NOTES: 1 Photometric data for other distributions can De accessed from the Lithonla Lighting Web site. (www.lithonia.com) For eleclrical characteristics, con?ult technical data tab. Tested to current IES and NEMA standards under stabilized labo- ratory conditions. Various operating factors can cause differ- ences between laboratory and actual field measurements. Dimen. sions and specifications are based on the most current available data and are subject to change. Mounting Height Correction Factor" (Multiply the Ie level by the correction factor) 15 ft.=5.4 '3D f1.=1.36 38 11.=.85 4011.=.77 ( Existinq Mountinq Heiqht )2 " NeW MOunting Helgnt = Correction Factor Date Received: APR 1 S 2009 ,~ L'THDN'A L'GHT'NG"' - Sheet#: KSE1-M @2000AcuityBrandsLighting, Inc., Rev. 211/09 Original Submittal lithoni. lighting OUldoor One lilhonia Way. Conyers. GA 30012 Phone: 770-922-9000 Fax: 770-918-1209 www.lithonia.com An~ItyBland5Company 95020546 - Outdoor Photom- 'c Report ~~"THDN/A USHT/NSo 95020546 - OUTDOOR PHOTOMETRIC REPORT Page I of 2 ~ityB.o. .~. L/fPtJ?9 Product Page I Download IES File I Page Settings I Print Page LUMCAT: KSEl 100M R3 LUMINAIRE: ARM MOUNTED FIXTURE WITH PREMIUM SEGMENTED OPTICS lAMP: ONE loo,WATT CLEAR E'17 METAL HALIDE, HORIZONTAL POSITION. lAMP OUTPUT: 1 lAMP(S), RATED LUMENS/lAMP: 8500 INPUT WATTAGE: 140 LUMINOUS OPENING: RECTANGLE (L: 1.00FT, W: 1.ooFT) EFFICIENCY: 78% TER CATAGORY: AREA & SITE LIGHT, TYPE III TER VALUE: 31 MAX CD: 5,960.0 AT HORIZONTAL: 6S, VERTICAL: 5Z,5 CUTOFF CLASS: FULL CUTOFF ROADWAY CLASS: SHORT, TYPE III 6.lIOO1 s.ooo ' 4.000 I J,OXlI 2.llOO I l.OOlll :;1 2.llOO J,OXl Polar Candela DIstribution 18l' 171)" 1P" 15ll" JP 130' \l2O" ,11lO" 100" 'lO" ,80" . JCO 60" =1 6.lIOO . -O'H . - 90' H 50" VA,rP lO" 20" 30" 40' ~;-180'H .-MaxCd:65DH I LUMENS PER ZONE ZONE LUMENS % TOTAL 0,10 81.6 1.2% 10,20 Z53,3 3.8% ZO'30 487.0 7.3% 30,40 838,9 12.6% 40,50 1,045,1 15.7% 50,60 1,508.3 22.7% 60,70 1,545.5 Z3.Z% 70,80 856.6 12,9% 80,90 32,6 0,5% ZONE 90'100 100'110 110,120 120,130 130'140 140,150 150,160 160,170 170'180 I LUMENS % TOTAL o 0% o 0% o 0% o 0% o 0% o 0% o 0% o 0% o 0% Isofootcandle Plot r54]2\0\2]45 I House Side : r I , , , , , r; ----t--i- -;\: , , . I I : : .1 i ~ { , : -~~- --~------I ' . , . , , - , --- ~ -- ~~p._----- ________________ _______J___.~____.~_______I ~ ~~ lJ .o.J .~ . ~ 0 '''0 .~ ~ .t:. 'v 'a ~:L..-:.....I .20 fe 1 fe Mount height: 10ft . 10 fe . 0.5 fe Totar LLF: 1 . sfe .O.lfe .50% Max Candela Distance in units of mount height --- Max Cd Value 41 )1 .. N1GHTTlME FRIENDlY 4 5 Street Side hllp:/lwww. visual-3d,comltools/photometric Viewer/default.aspx ?id= 15585 1 ZONAL LUMEN SUMMARY I ZONE LUMENS % lAMP % LUMINAIRE 0,30 821.9 9.7% 12.4% 0'40 1,660.8 19.5% 25% 0,60 4,214,2 49.6% 63.4% 60,90 2,434,7 28,6% 36.6% 0,90 6,648,9 78,2% 100% 90,180 0 0% 0% 0,180 6,648.9 78.2% 100% EFFICIENCY TOTAL: 78,2% Date Received: APR 1 6 2009 I Original Submittal 4/6/2009 95020546 - Outdoor PhotoJr "ic Report I LCS Table BUG Rating B2 . U 1 . G2 Forward Light Lumens Lumens % Low(O,30): 466.0 5.5% Medium(30'60): 2,275.1 26,8% High(60,80): 1,606.3 18,9% Very High(80'9O): 16.2 0,2% Back Light Low(O'30): 354.9 Medium(30'60): 1,116.1 High(60'80): 795.3 Very High(80'9O): 16.1 Up light Low(9O'100): 0 High(100,180): 0 Trapped Light: 1,853.9 UL'lO-1OO' aim 0'M0 IMl 80-90' 16.1 1m 0.2'1> Back Ught 4.2% 13.1% 9.4% 0.2% I Roadway Summary Cutoff Classification: Distribution: Max Cd, 90 Deg Vert: Max Cd, 80 to <90 Deg: Lumens --- Downward Street Side: 4,364.0 Downward House Side: 2,282,6 Downward Total: 6,646.6 Upward Street Side: 0 Upward House Side: 0 Upward Total: 0 - - Total Lumens: 6,646.6 0% 0% 21.8% UH lDO-l8O' aim 0'M0 "" 20% / Ul'lO-1OO' aim 0'M0 FVH 80-90' 16.2 1m 0.2'1> BL 0-30' 3S4.91m 4.2'1> ~ 0" 466 1m 5.5% F. <.1 Ught Scale - Max LCS % tl Trapped Uoht: 18S3.91m, 21.8% Photometic Viewer 1.2.13 copyright 2008, Acuity Brands Lighting Reported data calculated from manufacturer's data file, based on IESNA recommended methods. Page 2 of 2 FULL CUTOFF TYPE III, SHORT o 527.0 % Lamp --- 51.3% 26.9% 78.2% 0% 0% 0% 78,2% Date Received: APR 1 6 2009 Original Submittal http://www.visual-3d.comitoolslphotometric Viewerldefault.aspx?id= 15585 4/6/2009 95020539 - Outdoor PhotoJr . ';c Report ~ UTHON'A USHT'NSo 95020539 . OUTDOOR PHOTOMETRIC REPORT Page I of 2 ~1ty8rands_ tqrtrq Product Page I Download IES File I Page Settings I Print Page LUMCAT: KSEl 100M R4SC LUMINAIRE: ARM MOUNTED FIXTURE WITH PREMIUM SEGMENTED OPTICS LAMP: ONE loo,WAlT CLEAR E.17 METAL HALIDE, HORIZONTAL POSITION, LAMP OUTPUT: 1 LAMP(S), RATED LUMENS/LAMP: 8500 INPUT WAlTAGE: 140 LUMINOUS OPENING: RECTANGLE (L: 1.00FT, W: l.ooFT) EFFICIENCY: 38% TER CATAGORY: AREA & SITE LIGHT, TYPE IV TER VALUE: 21 MAX CD: 3,054.0 AT HORIZONTAL: 15, VERTICAL: 57.5 CUTOFF CLASS: FULL CUTOFF ROADWAY CLASS: VERY SHORT, TYPE IV Isofootcandle Plot ~432101234~ '~I House 5ide 4 31 21 If o Type n Polar Candela Distribution 3.100 180' lWO If.I1' 1SO' 140' 2.583 2.f1iil L550l LOD1 517 CD: 0 517 LOD. I L550f ~f . -ooH . - 900 H I LUMENS PER ZONE ZONE LUMENS % TOTAL 0,10 72,0 2.3% 10,20 172.6 5.4% 20,30 241.1 7.5% 30,40 363.7 11.4% 40,50 535,5 16.7% 50'60 756,8 23.7% 60,70 707.5 22.1 % 70,80 338.4 10.6% 80,90 9.9 0,3% VA;IP lIP 2ll' F 40' ~;-1800H .-MilXCd:150H ZONE 90,100 100,110 110,120 120,130 130'140 140'150 150-160 160,170 170,180 LUMENS % TOTAL o 0% o 0% o 0% o 0% o 0% o 0% o 0% o 0% o 0% , , , , , 4 ~ I : 5 65 ~ :~ . Street 5ide Ii ~ :'g : S 6 >--~_:~:=---- .20 Fe . 1fe Mount height: 10ft . 10 Fe .0.5 Fe TotalLLF: 1 .5 Fe .0.1 Fe .50% MiIX Candela Distance in units of mount height --- Max Cd Valu~ 1130" 120' 111P ,I 1: l8O' 711' 1 .. NIGHTTIME FRIENDlY 160' 150" 2 TYP.-ni--.---- 3 Type IV 1 ZONAL LUMEN SUMMARY ZONE LUMENS % LAMP % LUMINAIRE 0,30 485.6 5.7% 15.2% 0,40 849.4 10% 26.6% 0,60 2,141.7 25.2% 67% 60,90 1,055.8 12,4% 33% 0,90 3,197,5 37.6% 100% 90,180 0 0% 0% 0,180 3,197.5 37.6% 100% EFFICIENCY TOTAL: 37.6% Date Received. APR 1 6 2009' http://www. visual-3d.comltools/photometric Viewerldefault.aspx ?id= 15578 Original SUbmiltPb 411LW':J 1- 95020539 - Outdoor Photom' :c Report Page 2 of2 I LCSTable /Roadway Summary BUG Rating B1 . UO - G1 Cutoff Classification: FULL CUTOFF Forward Light Lumens Lumens % Distribution: TYPE IV, VERY SHORT Low(O'30): 352,7 4.1% Max Cd, 90 Deg Vert: 0 Medium(30'60): 1,549.0 18,2% Max Cd, 80 to <90 Deg: 194.0 High(60,8Q): 1,022.4 12% Lumens % Lamp Very High(80'9O): 9,5 0.1% Downward Street Side: 2,933.0 34.5% Back Light Downward House Side: 265.8 3.1% Low(0-30): 133.6 1.6% Downward Total: 3,198.8 37,6% Medium(30'60): 107,1 1.3% Upward Street Side: 0 0% High(60,80): 23.6 0,3% Upward House Side: 0 0% Very High(8Q,9O): 0.2 0% Upward Total: 0 0% Uplight Total Lumens: 3,198,8 37.6% Low(9O'l00): 0 0% High(100'180): 0 0% Trapped Light: 5,302.0 62.4% UH IllO-1lIO" Om .0% Ul 90-100" Om 0% BVH 80-90' 0.2m 0% / UI90-1OO" Om 0% FVH 80-90' 9.Sm 0.1% Back Ught Blo-3O" 1D.6m L6'" 0" R.o-3O" 3S2. 7 m 4.1'" Forward Ught Scale - Max LCS % ~) Trapped Ught: 53021m, 62.4% Photometic Viewer 1.2.13 copyright 2008, Acuity Brands Lighting Reported data calculated from manufacturer's data file, based on IESNA recommended methods. Date Received: APR 1 S 2009 Original Submittal http://www. visual-3d.comltools/photometric Viewer/default.aspx'!id= 15578 4/6/2009 ,~ L/THDN/A L/OHT/NOo - FEATURES & SPECIFICATIONS INTENDED USE - Use for building- and wall-mounted applications. CONSTRUCnON - Extruded aluminum body with cast end caps is mounted with 1/4" bolts. to formed steel wall bracket. Housing body rotates to allow tor variable aiming. Cast aluminum doorframe is hinged and secured by stain- less steel fasteners. Closed-cell silicone gasket prevents the penetration of dust and moisture. FINISH - Standard finish is dark bronze (OOB) corrosion-resistant polyes- ter powder finish with other architectural colors available. OPTICAL SYSTEM - Centered optics with anodized, aluminum reflectors: segmented, specular or hammertone finish. Clear. impact-resistant, tem- pered glass lens with silkscreen. ELECTRICAL SYSTEM - Ballast: 150W and below utilizes a high-reactance, high power factor ballast and utilizes pulse start ignitor technology. 175W and above utilizes a constant-wattage autotransformer ballast. Both bal- lasts are copper-wound and 100% factory tested. CSA, NOM or INTL re- quired for probe start shipments outside 01 the US tor 175M. Ceramic metal halide lamps are recommended for use in applications where superior color rendition, lumen maintenance and longer lamp life are desired. Socket: Horizontal, medium-base porcelain socket with copper alloy, nickel- plated screw shell and center contact. 4KV pulse rated. Ullisted 660W, 600V. INSTALLATION - Mounting plate includes provision for attachment inde- pendent of junction box, Optional backbox wall mounting available for sur- face conduit applications. Mounts either lens-up or lens-down. LISTINGS - Ullisted for wet locations and 250C ambient. listed and labeled to comply with US and Canadian safery standards (see Options). IP65 rated. NOTE: Specifications subject to change without notice. I Catalog Number I Notes ,"yoe Architectural Wall-Mounted Lighting WFL2 METAL HALIDE 70-175W HIGH PRESSURE SODIUM 70,150W C"! 1"- -~ . U r__ ~~ ~] SpeCifications EPA: 1.3 h'(.12 m'l Length: 18,1/2 (47) Depth: 6,3/4 117.21 Overall Height: 11-3/4 (29.9) 'Weight: 251bs (I1.34kg) . Weight as configured in example below. All dimensions are inches lcentimetersl unless otherwise specified. ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). Example: WFL2 100M FT TB LPI WLF2 I I Series II Wettege II WLF2 M'1b:.t' 100M' 150M 175M' kmmik metal halide 1ll\lHC l00MHC 150MHC Distribution I I Voltege' 120 208' 240' 217 347 4BO' TB' 23050HZ' (blank) Hinh Dff!SSlIre >.wl1wn' 70S 100s 150S SP OP HPN HPM HPW RN RM RW GZ FT Spot ai-Peak symmetric Narrowasymmetric Medium asymmetric Wide asymmetric Narrowsymmetric Medium symmetric Wide symmelric Wall grazing Forward throw CWI f!Ji!I.~ ....eo;_.~_. SMA Super CWA pulse start~ NOTES: 1 Not available with SCWA. 2 Must specify CWI for use in Canada. 3 Optional multi-tap ballast (120, 2aa, 240, 211VI. In Canada 120, 271, 347V; ships 85 I20VI347V. 4 Consult factory for available w811ages. 5 Only available with 150M and 150MHC. 6 NOI available with lB. Must specify voltage. 1 Requires field modification when ordered as an accessory. 8 See www.lithonia.com/archcolors for additional color options. 9 Must be specified. Outdoor Ballast II Options Magnetic ballast Constant wattage isolated ~hinnprl in~tllll"rl in fiytllf'l. SF Single fuse 1120. 271. 341VI' OF Double fuse (208, 240, 480V16 CSA Listed and labeled to comply with Canadian Standards INTl International shipment for 115M PE Photoelectric cell-button type6 lC90 lock at 90a for lull cutoff ShWr",l C::PIl;ullt"I'!.7 BBW Backbox wall mounting LN Upper visor EV Eggerale visor (black) FV Full visor BV Bottom visor VvG Wire guard Ell Barn door HLV Horilontallouver lblackl VLV Vertical louver (blackl 1M3 Bubble vandal guard Lamp' LPI Lamp included IIlP Less lamp Finish' 008 Dark bronze DWH White DOL Black ~ Mediumbronle DNA Natural aluminum DSS Sandstone OOC Charcoal gray om Tennis green DBR Bright red DSB Steel blue CR Enhanced corrosion- resistant Date Received, APR 1 6 2009 Original SUbmittal Sheet #: WF12-M-S 8M-lOa WFL2 Metal Halide Arc hiteJ(]itura I Wall-Mounted Lighting luminaire/lamp WFl2 150S FT TeslNo, lTl8588 15800 lumens .lE' E o ~ ~ ~ " " 50% Maximum ~ 76" Hx40"V '" 1 0% Maximum 99" H x 105" V TItt = 45" WF12 150S Gl Test No. lTlB592 15800 lumens 10% Maximum 97" H x 23" V 50% Maximum '" :; 82"Hx8"V '" TIlt = 45" Iso.llluminance Contour 'InitialFootcandles I 12 ,I 0.1 0.1 0.2 0.4 6,1 0.2 0.2 0.4 -j 0.9 " \ \ 1.7~~~ ro 1 I Cartesian Plol '3X 10300 1 85831 6867 1 5150 1 3433 ~ 1717 ~ o -90 ,60 ,30 0 Degrees - Vertical Candlepower - Horizontal Candlepow8r ~ 2X IX l; . & u -'6 " I_~ 30 60 90 3d 0.3 0.4 0.8 45' 4U 3U Distance o IX 2X Units in Mounting Heights Initi'IFootcandles~ 12, I 0.3 0.4 0.6 1.5 I '!~ f-.- .lE' 6,10.60.71.12.9~ ! 3d 1.1 1.5 2.6 5.8 =f-'--- 45' 4U 3U 2U Distance o IX 2X Units in Mounting H~g!1ts o 3X Max. 10 Min. Uniformity IOAv,MaxSH 3 20 3.2 5.4 33 15 30 1.4 2.4 49 23 to 40 0.8 1.4 65 30 45 0.6 1.1 73 34 6 20 4.3 9.4 9 30 to 30 1.9 4.2 13 45 1 40 1.1 2.4 17 60 1 45 0.8 1.9 19 68 V I : I 1 8 I 2 3 4 5 I 2X1l600 IOAwM;uSHVI 26l33~', , I \ 20 11.5 17.6 42 6 17 21067 --+- 3 IX 15800 ____i. _ a; tol30 5.1 7.8 62 9 261 10533----ll1,- i 11,40452.9 U 83 12 341 d u u u ~I~ ~I 526: =)~ ,,~ 6120 19.4 34.5 3 II 14 o ,90 -60 -30 0 30 60 90 Degrees to ~...!i.,!g,.J.......!!...~ - Vertical Can~epower I ~..!!.....!i..l.... ~ .1!.. - Horizontal Candlepower 45 3.8 6.8 6 J!.k. n::lt", R",,..,,,j,,,,,r1' ,~ L/THDN/A L/GHT/NG~ - Sheet #: WFt2-M.S An~/ty8!ands Company ~2000 Acuity Brands lighting, Inc.. Rev. 2/1/09 APR 1 6 2009 .....;'linal Submittal lithonia lighting Outdoor One lithonia Way. Conyers. GA 30012 "Phone~170-922-9000 Fax: 770-918-1209 www.lithonis.com L TL8238 - Flood Photometr' ~eport ,~ l"rHDN'A I"SHr'NS. L TL8238 - FLOOD PHOTOMETRIC REPORT LUMCAT: LUMINAIRE: LAMP: LAMP OUTPUT: INPUT WATTAGE: LUMINOUS OPENING: EFFICIENCY: 64% NEMA TYPE: 7 X 6 Page lof2 ~itv8rands- t9'1U'v Product Page I Specification Sheet I Download IES File I Page Settings I Print Page WFL2 70M HPM ARCHITECTURAL BUILDING MOUNTED LUMINAIRE, HPM DISTRIBUTION, 70W MH, WI CLEAR ~ LAMP. Ii: ONE 70,WATT CLEAR ED,17 METAL HALIDE, HORIZONTAL POSITION. '~ ~........ 1 LAMP(S), RATED LUMENS/LAMP: 5300 ~ 95 --= RECTANGLE (L: O,60FT. W: 0.67FT) I Flood Summary Efficiency Lumens Horizontal Spread Vertical Spread 61% 3,234,2 13B,3 118.6 30.1% 1.596,B B7.1 48.6 ---- 63.B% 3.381.3 2AOO - I 2.133 I 1.lI671 LEOO1 Lml L0G7~ I BOO mhc I . ~~1. -7fT' -50' '30' '10' 10' . . Vertical Axis ::: - Max Cd: _sit V . - Horizontal Axis ::: - Max Cd: 17.sD H Field (10%): Beam (50%): Total: Candela Distribution -':-'-:-:--~~~I-j ~ ...... I ." \ " . . " . . " , .. . . . , , , , . . . . ..- . . 90' IlO'I 60''' -1lO' -60' - r - t h 40' 60' IlO' 40" I 20"~ I O"r-~ --j -20"1 -40' \ I -60' - I I -1lO' ;f '1 . Cd: 2,087, 90% . Cd: 928,40% . Cd: 1,740,75% . Cd: 696,30% Cd: 1,392, 60% . Cd: 464, 20% . Cd: 1,160,50% . Cd: 232, 10% .... Point of Max Cd: 2,319 Date Received: APR I 6 2009 Original Submittal hllp:llwww,visual- 3d.comltools/photomctric Vicwcr/dcfault.aspx ?id= 13381 41612009 L TL8238 - Flood Photometr' ~eport Page 2 of 2 eM 30-60' "~ 78LSIm 14.7'% ~ BadcUllht 81.0-30' 0' R.0-3O' !IlIl1m 817.6 1m '-~ lS.~ UH I01H8O' Dim Il'lO "". UL 9CHOO' Dim Il'lO BVIl 90-90' 6.5 1m o.l~ UL 9O-lOO' Dim Il'lO I Ml 90-90' 4.7 1m o.l~ ForwanI Ullht Scare = Max LCS % {,l Trapped Light: 1916.1Im, 36.2% Photometic Viewer 1.2.13 copyright 2008, Acuity Brands Lighting Reported data calculated from manufacturer's data file, based on IESNA recommended methods. Date Received. APR 1 6 2009 Original Submittal hllp:/lwww, visual-3d,comlloolslphotometric Viewerldefault.aspx ?id= 13381 416/2009 ,~ L/THDN/A L/SHT/NSo - FEATURES & SPECIFICATIONS INTENDED USE Genera I illumination for roug h service (vandal-resistant) ap pli cations. Ideal for interior or exterior applications where safety and securityare a concern. CONSTRUCTION Housing-16-gauge cold.rolled steel. Door -l6-ga ug e col d-rolled steel door, secured by either sta inless steel tamper-resistant T orx'T .20 or standard stainless steel sloned hex .head sc raws (tau r of each includ ad). FINISH Post -painted after fa brication in white polyeste r powd ar coattor high reflecta nee, du ra- bility a nd corrosion resista nee. OPTICAL SYSTEM Dropdish clear prismatic. UV -stabilized potycarbonate lens. nomina I thickness .125"( 118"'1. ELECTRICAL SYSTEM Ballast- High Reactance. High PowerFaclor(35S is Normal Power Factor) and 175M is constant wattage autotransformer. Metal halid e 1 fJNV and below are standard with pu Ise startignitortechnology. H EB - Metal Halide electroni c balla st enables operation at any input vokage 120- 217V, +/ -10%, 5OI6OHz. Ballast is Class p, High Power Factor, <15% THO with starting temperature of,12'F{,3O"C). Sac ket - Medium -base porcela in socketwith copper alloy n ic kel-plated screw shell and center conta ct Socket for 175M la mp sou rce featu res Mogul base. Thermal Protector - Provid ed as a safety device to ensu re proper lamp installation and as an insulation detector. la mp - Redu ced UV lamp standa rd in Metal Ha lid e u nits. lam p includ ed unless specified IJLP, INSTAUATION Separate yoke mounting fra me provided with a dju sta ble brac kets for usewith C-chann el ba r hang ers, which are not indu dad. USTlNG Ullisted (standard). CSA Certified (see Options). Ullisted for 250C ambient and wet locations in covered .ceiling applications only. Specifications subject to change without notice. ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Order accessories as separate catalog number. VRR I I Series II Wattage II Lens I Voitage I VRR IIiM Mllil (Blank) Clear prismatic 120 lWllllll.ll h.alilI.ll WP White 208 i2l1iJun 5OM' polycarbonate 240 35S' 70M' OHL Drop 271 50S 100M Holophanei!l 347 70S 150M' g[ass5 480 100S 175M MVOLT".' 150S J&rarnk m.e.ta1 h.alilI.ll 5OMHC' Date Received 70MHC' 100MHC' 100MHC' APR 1 S 2009 Catalog Number NOles Bellast Iblank) Magnelic ballast HEB Electronic ballast .~~ SCWA Super CWA pulse start ballast NOTE: For shipments to U.S. territories, SCWA must be specified to comply with EISA. ryo, Rough Service Fixture '~ -i I- [ ffi"rJ,t 121.D1 . 1 r~a I _13l/r 1341 All dimensions are based on ur ceiling thickness. All dimensions are incheslcentimetersl. VRR HID Recessed I 'Mf I Example: VRR 150M 120 ORS LPI Options Shiooed installed in fixture ALDF Aluminum door frame for OHL lens OF Double fuse 1208. 240. 480) EC Emergency circuit (Incandescent 25W Max.II.9 Nl Night-light (Incandescent: 7WMax.J1.9 ORS Quartz restrike system2.9 QRSTO Quartz restrike system time delayZ.9 GMF Internal slow-blow fusing1 SF Single fuse 1120. 277. 347) CSA CSA Certified INTL International shipment for 175M Shionl'ul '''~'la..C.lle.IY: PF Plaster frame Accessories Order lIsseparale clItalog numbers. RK1120BIT Hex-base driver bit. Torx TX20, for tamper- resistant screws with center reject pin. RKl T200RV Torx TX20 screwdriver for use with tamper- resistantscrewswittJ center reiect pin. Original Submittal_NOTEs:- 1 120Vonlv. 2 Not available in 4BOV. 3 CSA or INTl required for shipment outside the US. Not available for US shipment. 4 Ceramic arc tube consistent.color lamp. Philips Master Color or GE Constant Color. Requires AlDF option. 6 Multi-volt electronic ballast capable of operating on any line voltage from 120,271V. 7 Available with HEB ballast option only. 8 Available for 150M and I50MHConly. 9 Maximum wattage lamp provided. 10 lamp included unless specified UlP. Outdoor and Special Environments Sheet #: VRRH_O II LamplO lPI lamp included Istandard! IJLP Less Lamp BM-217O VRR Rough Service Ceilin!:j-Mounted Recessed Fixture, I..U For photometric data, consult factory. ,~ LITHDNIA LIGHTINGs - An~1t'/BrandS Company Sheet #: VRRH_O tQl998 Acuity Brands lighting, Inc., Rev. 1I191tl9 Date Received: APR 1 C 2009 Original Submittal Lithoni. Ughting Rough Service Ughting One Lithonia Way. ConVerso GA30012 Phone: 800-315-4693, Fax: 770-602-1531 www.lithonia.com Arts & Crafts™ - SACRD/SACSQ page 1 of 5 DATE TYPE Small Scale Updated: 12/2008 . Full cutoff, dark sky compliant optical system (with solid shade). . Low angle beam has a maximum candlepower at 65' for efficient spacing between fixtures and control of glare. . Translucent shades add visual interest when illuminated. . Pole, wall, and pendant mounting options. . EISA compliant . IP55 rated . Powder coat finish in 13 standard colors with a polymer primer sealer ~ - Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90638 P 714.994.2700 I F 714,994.0522 I aal.net Design patents, Copyright@200B Rev 11/2008 APR 1 6 2009 A~ J E.~EISA- I ~ Jfcom~lant ...::::=t ixtures ...MOfIyrr' i=J are; 1',",': EFfECTlVE '"'1/..- r:- -_:. .-d. ..J .._ ,_...._..._;:.1. Original Submittal Arts & Crafts™ - SACRD/SACSa page 2 of 5 Fixture 1 DATE TYPE Lamp/Ballast 2 Shade-Finish 4 Mounting 5 Color 3 1. FIXTURE o SACRD Small Round Fixture with Arm and wall plate Weight: 20 Ibs. o SACSQ Small Square Fixture with Arm and wall plate Weight: 22 Ibs. o SACRD-PND Small Round Fixture with pendant mount, stem with canopy (ballast enclosure) is 48 in/1220mm tall. Max. stem for IL-55 shall be 6 in, Weight: 181bs. o SACSQ-PND Small Square Fixture with pendant mount, stem with canopy (ballast enclosure) is 48 inl1220mm tall. Max. stem for IL-55 shall be 6 in, Weight: 20 Ibs. o SACRD-SABL Small Round Fixture with arm for side of 4 in pole mounting, Weight: 20 Ibs. o SACSQ-SABL Small Square Fixture with arm for side of 4 in pole mounting. Weight: 22 Ibs. \Till =1" ?'--.. ~ /l~~ r .. '. .. -'~ ~1: - ;:.;:. ... --~- SACRD SACSQ 2. LAMPlBALLAST o CF Fluorescent, electronic ballast 120 thru 277 volt. -18' C min start temp. ,l,Jse 4-pin ?(3,.32 or 42 watt l<imp. 50 watt metal halide 120/277 voit ballast. Use a medium base, ED-17 lamps. 50 watt electronic metal halide 120 thru 277 volt ballast. Use a medium base, ED-17 lamps. 70 watt metal halide 120/208/240/277 volt ballast. Use a medium base, ED-17 lamps. 70 watt electronic metalllalide ballast 120 thru 277 volt. lJse a me(jiu_m base, EP-17 lamPS. 70 watt metal halide ballast, 1201277 volt. Use a G12 base, T-6 ceramic lamps. 70 watt electronic .metal. halide ballast, .120 thru 277 volt.. Use a G 12 base, T:6 ceramic lamps. 50 watt high pressure sodium 12Q/277 volt ballast. Use medium base, ED-17 lamps. 70 watt high pressure sodium 12012081240/277 volLballast. Use medium base, ED-17 lamps. 55 watt induction lamp system. 120, 20~, 240, or 277 volt. .18'C min starttemP. _ _ _ All ballasts are factory wired for 277 volts, unless specified. Lamps not included. Architectural Area Lighting 14249 Artesia 81vd I La Mirada I CA 90638 P 714.994.2700 I F 714.994.0522 I aal.net Design patents, Copyright @ 2008 Rev 11/2008 o 50MH o 50MHEB o 70MH o 70MHEB o 70MHT6 o 70MHT6EB o 50HPS o 70HPS OIL-55 SOLD TO PO# Approvals JOB NAME Date Received: APR 1 6 2009 Original Submittal Arts & Crafts™ - SACRD/SACSQ page 3 of 5 DATE TYPE Fixture 1 3. COLOR 0 AWT 0 BLK 0 MTB 0 DGN 0 DBZ 0 WRZ 0 BRM 0 VBL 0 CRT Lamp/Ballast 2 Color Shade-Finish 3 4 Mounting 5 Ar:.cti9,White Black Matte Black Dark Green Dark Bronze Weathered Bronze -------- ------- o MAL Matte Aluminum o MDG Medium Grey ..0 ~IG Antique Green .9 LGY Light Grey o RAUPREMIUM COLOR Metallic Bronze Verde Blue Corten _l'rovide a RAL 4 digit color number o CUSTOM COLOR ~e,ase_p.r:..o-",ide a color chip for matching_ 4. SHADE FINISH 0 1 st COLOR AAL standard colors for aluminum shade -----. 0 STS #4 brushed stainless steel I 0 COP NaturEL_CQR~er-willp_atina over time ... 0 OPAL Ooal (Acrylic) GRAN.Granite OPAL-Opal 0 MICA Mica (/\Q,rylic;) I 0 GRAN Granite (Acrylic] 0 EMBR Ember (Acrylic;)_ __ _ EMBR-Ember MARB-Marble Painted Aluminum 0 MARB Marble (AcrylicL __ RAUPremium colors for aluminum shade. J ~ o 2nd COLOR AAL.l'tandar:.d_colol'slQl'..aluD}ilJuffi_sbadJL, ORAL o CUSTOM Custom colors for aluminum shade. STS,Stainless St... COP-Natural Copper SOLD TO PO# JOB NAME I Date Received: Approvals Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90638 P 714.994.2700 I F 714.994.0522 I aal.net Design patents, Copyright @ 2008 Rev 11/2008 APR 1 6 2009 Original Submittal Arts & Crafts™ - SACRD/SACSQ page 4 of 5 5. MOUNTING WALL MOUNTlPOLE MOUNT (SABL) 5 inf127mm tit /l~ r~--A . 8.25 in/21 Omm o SACRD EPA: 0.907 ..--1 .. \T'DT B II ~~'~- "' _-17.875 in/454mm J _ 21.5 in/546mm _ o SACRD-SABL EPA: 0.907 15.25 in! 387mm I PENDANT MOUNT 8.125 inf208mm ~ ! 5.625 in!143mm \..-1 62.75 in!1594mm o SACRD-PND / .. ... f I /l~10.25 in/260mm --~~-- I _ 17.125 in/452mm _ Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90638 P 714.994.2700 I F 714.994.0522 I aal.net Design patents, Copyright @ 2008 Rev 11/2008 5 inf127mm I-I 1'- ~ o SACSQ EPA: 1.356 DATE TYPE 8.25 in!21 Omm ..-1F-' \fijf 0 1 ~~. /1\ " =-1525inl /!'_ ........., ~ 387mm ~ - I -17.75 inf451mm- - 21.5 in!546mm o SACSQ-SABL EPA: 1.356 8.125 in/208mm J !5.625 in!143mm 'L-f 62.75 in 1594mm o SACSQ-PND ~I / i '-,,10.25in/260mm ~'I -17.125 in!452mm- Date Received: APR 1 6 2009 Original Submittal Arts & Crafts™ - SACRD/SACSa page 5 of 5 Specifications HOUSING The fixture and arm shall be cast aluminum. The shade shall hinge open by loosening a captive screw for relamping. The lens shall be molded tempered borosilicate glass. The lens shall be sealed top and bottom with silicone gaskets. The ballast assembly shall be mounted on a plate that attaches to the backside of the arm, Quick disconnects shall be used for all electrical connections. All internal and external hardware shall be stainless steel. ELECTRICAL All electrical components shall be UL recognized, Magnetic HID ballasts shall be high power factor, rated for -300 C starting. Sockets for T-6 lamps shall be a G12 base. Medium base porcelain sockets shall be pulse rated. Fluorescent lamps shall be powered by an electronic ballast and shall be rated for a minimum starting temperature of _180 C. The electrical assembly shall be installed and prewired in the fixture, MOUNTING The fixture/arm assembly shall be secured to the arm with four stainless steel sect screws. Wall plate attaches to the wall with two stainless steel 318" bolts. Hardware by others. For pendant mounting, the fixture shall be threaded to the stem, FINISH Fixture finish shall consist of a five stage pretreatment regimen with a polymer primer sealer, oven dry off and top coated with a thermoset super TGIC polyester powder coat finish. The finish shall meet the AAMA 605.2 performance specification which includes passing a 3000 hour salt spray test for corrosion resistance. Architectural Area Lighting 14249 Artesia Blvd I La Mirada I CA 90638 P 714.994.2700 I F 714.994.0522 I aal.net Desi9n patents, Copyright @ 2008 Rev 11/2008 DATE TYPE RELAMPING Access to the lamp is accomplished by loosening four captive set screws and safety cable at the underside of the shade. The lamp compartment is accessed by turning a knob that is attached to the removable socket plate. EISA COMPLIANCE AAL is committed to complying with EISA require- ments 100%. All applicable products manufactured for sale in the United States after January 1, 2009, will meet EISA requirements. ENVIRONMENTAL COMMITMENT AAL has always provided efficient, effective and environmentally sound outdoor lighting fixtures. In addition to our every day environmental practices, AAL is the first lighting manufacturer to become CARBON NEUTRAL. Becoming CARBON NEUTRAL is just another step we have taken to promote environmental responsibility within our culture. CERTIFICATION The fixture is listed with ETL for outdoor, wet location use, UL 1598 and Canadian CSA Std. C22.2 NO.250. IP Rating: 55 WARRANTY Fixture is warranted for three years. Ballast components carry the ballast manufacturer's limited warranty, Made in the USA. Date Received' APR 1 S 2009 Original Submittal ......., Arts &Crafts Small scale ~ wall or pendant mounting 1. FIXTURE SACSQ SACRD-PND SACRD 2, LAMP/BAlLAST 50MHEB CF 70MHT6 3, COLOR MTB SRM VGR 4, SHADE/FINISH WRZ MICA COP Fixture - Small Scale Fixtures with a solid shade are IES full cutoff. Fixtures with transluscent shade will emit a small amount of uplight, for an IES semi-cutoff classification. The small Arts & Crafts fixtures have a type 5 distribution, frosted borosilicate glass lens. CAT NO. DESCRIPTION SACRD Small round fixture with arm and wall plate WT: 201bs. CAT NO, DESCRIPTION SACRD-SASl Small round fixture with arm for side of 4 inch pole mounting WT: 201bs. 8.25 in 1101010 ~-- /l~ 15.'5;n " . 3871010 ~"I I -17.875 in/454 1010- _11.5in/546mm _ 5 in/117 10m .1 /l0 ~ I CAT NO. DESCRIPTION SACRD-PND Small round fixture with pendant mount. Stem with canopy (ballast enclosure) is 48 in/1220 mm tall. Max. stem for fL-55 shall be 6 in. WT: 181bs. '1- J 5.~5 in 1431010 'f 811~ in 106 10m dia 61" 5 in 159 10m .. ". " I /l~10.25in 160 10m I~I 1- 17.875 ;n/454 10m -I ARCHiTECTURAL CAT NO. DESCRIPTION SACSQ Small square fixture with arm and wall plate WT: 221bs. CAT NO. DESCRIPTION SACSQ-SABl Small square fixture with arm for side of 4 inch pole mounting WT: 221bs. 8.25 in 1101010 _17.75in/4510mm -I _11.5in/546mm _ 15.:'5 in 3871010 I 5 in/117 10m -I APR 1 6 2009 A ~ ~~:'}r\ g, '~~i~ CAT NO, DESCRIPTION SACSQ-PND Small square fixture with pendant mount. Stem with canopy (ballast enclosure) is 48 in/1220 mm tall. Max. stem for fL-55 shall be 6 in. WT: 201bs. 9" 56155 in 1431010 8"115 in 106 10m dia 61.5in 159 10m ~I. 10.2510 160 10m I 1_17.75in/45IOmm -I --- 21 nJ ~ I Arts &Crafts Ballast/Lamp - Small Scale CF 50MH 50MHEB 70MH 70MHEB 70MHT6 70MHT6EB 50HPS 70HPS IL-55 Color Compact fluorescent, electronic ballast 120 thru 277 volt. -180 C starting temperature. Use 4-pin 26. 32 or 42 walt lamp. 50 walt metal halide 120/277 volt ballast. Use a medium base. ED-17 lamp. 50 walt electronic metal halide 120 thru 277 volt ballast. Use a medium base. ED-17 lamp. 70 walt metal halide 120/208/240/277 volt ballast. Use a medium base. ED-17 lamp. 70 walt electronic metal halide ballast 120 thru 277 volt. Use a medium base, ED-17 lamp. 70 walt metal halide ballast. 120/277 volt. Use a G12 base. T-6 ceramic lamp. 70 walt electronic metal halide ballast. 120 thru 277 volt. Use a G 12 base. T -6 ceramic lamp. 50 walt hiqh pressure sodium 120/277 volt ballast. Use medium base. ED-17 lamps. 70 walt hiqh pressure sodium 120/2081240/277 volt ballast. Use medium base, ED-17 lamps. 55 walt induction lamp svstem. 120.208,240 or 277 volt. -180C min start temp. All ballasts are factory wired for 277 volts, unless specified. Lamps not included. All standard and premium AAL colors available. For RAL and custom colors, please submit a 4-digit RAL number or color chip tor custom colors. Shade Finish 1 ST COLOR STS COP OPAL MICA MARB EMBR GRAN 2ND COLOR RAUPREMIUM CUSTOM 22 AAL standard colors tor aluminum shade #4 brushed stainless steel Natural Copper-will patina over time Transluscent opal acrylic Mica flakes i" ,~~~J in translucent acrylic, Marble imbeded in translucent acrylic. Ember imbeded in translucent acrvlic. Granite imbeded in translucent acrvlic. AAL standard colors for aluminum shade RAUPremium colors for aluminum shade. Custom colors for aluminum shade. Date Received: APR 1 6 2009 ARC HIT E C T U R A L ARE A L I G H TIN &riginal Submitt;>1 ---- . -- -- . -- --- " I HOUSING The fixture and arm shall be cast aluminum. The shade shall hinge open by loosening a captive screw for relamping. The lens shall be molded tempered borosilicate glass. The lens shall be sealed top and bottom with silicone gaskets. The ballast assembly shall be mounted on a plate that attaches to the backside of the arm. Quick disconnects shall be used for all electrical connections, All internal and external hardware shall be stainless steel. ELECTRICAL All electrical components shall be UL recognized. Magnetic HID ballasts shall be high power factor, rated for _300 C starting. Sockets for T-6 lamps shall be a G 12 base. Medium b'lse porcelain sockets shall be pulse rated. Fluorescent lamps shall be powered by an electronic ballast and shall be rated for a minimum starting temperature of _180 C. The electrical assembly shall be installed and prewired in the fixture. MOUNTING The fixture/arm assembly shall be secured to the arm with four stainless steel sect screws. Wall plate attaches to the wall with two stainless steel 3/8" bolts. Hardware by others. For pendant mounting, the fixture shall be threaded to the stem. I Arts &Crafts FINISH Fixture finish shall consist of a five slage pretreatment regimen with a polymer primer sealer, oven dry off and top coated with a thermoset super TGIC polyester powder coat finish. The finish shall meet the AAMA 605.2 performance specification which includes passing a 3000 hour sail spray test for corrosion resistance. RELAMPING Access to the lamp is accomplished by loosening four captive set screws and safety cable at the underside of the shade. The lamp compartment is accessed by turning a knob that is attached to the removable socket plate. CERTIFICATION The fixture is listed with ETl for outdoor, wet location use, Ul 1598 and Canadian CSA Std. C22.2 NO.250. IP Rating: 55 WARRANTY Fixture is warranted for three years. Ballast components carry the ballast manufacturer's limited warranty. Made in the USA. Date Received: APR 1 S 2009 Original Submittal liGHTING r I ARCHITECTURAL AREA 23 ___J ~.~ - \.' ,.,..J .> .1'" (OLSON & MIORIRJS A division of L.B. Olson & Associates, Inc. Consulting Engineers land Surveyors ' Urban Planners 380 Q Street Suite 200 Springfield, Oregon 97477 (541) 302c9790 Fax: (541) 485-3253 olsonandmorris.com Storm Water Design Report Project: Date:. Designer: Type of Project: ",,,--~'~~:'~~;~':;'..'>.~ . !J. ""." ,M<_I.~. ", ?'S.t~......""..."-,,.,~...s~ ''''. ((:. \ ;,\c'!'!"'^'''~~ '\ r 'C.' .... ~~t- \. , . f!.663 V- \ /~ ~/~:E ;h) \. n. 0./ ~. ii "'co.~~:::.-:::,?~.~;.~~ ;.\^~~/ '''''';'!J',S,.AN ~ J e'}:r'~;;;;'~ 11.. /10 Q Street Dialysis Center . April 10, 2009 Scott Morris, PE Commercial Proiect Overview This project will consist of the construction of a 15,000 square foot dialysis center and associated parking areas, The runoff from the parking area will be directed into two proposed bi,o-swales to clean the water prior to entering the detention system, An area of 3,500 in the back parking area will drained into a Gibson Steel storm water catch basin . ., with a FLOGARD insert, prior to entering the detention pipe, The southern portion of the roof area (which does not require additional water quality measures) is directed into the public system and is not included in the detention calculation, The existing public system' within the Q Street right of way has been sized to carry the precdevelopment flows from the site, Therefore, a detention pipe has been added to the design to [rieter the flow from the post developed site into the public system at the pre- development rate, The existing public storm pipe within the Q Street right-of-way is too shallow for t!J.e proposed system to be a gravity system. Therefore, we have designed the system to include a s~mp pump that will drain the detention pipe during and between storm events,' " Details of the storm system are shown on Sheets C5 & C6 of the site review plan set. Prooosed Destination The drainage from the site will be directed to the existing public storm pipe within the Q Street rightCofway, This I 2_inch pipe is located under the existing sidewalk along the north side of the roadway, Connection to this system will be through the back of an . existing curb inlet located near the southeast corner of the project site, Prooosed Pollution Control Facilities The private ~ystem will consist of two bio-swales that will be constructed as shown on the attached'site plan, The swales are designed to treat approximately;86% of the proposed paved area on the site, which far exceeds the 50% minimum standard outlined in the Springfield Code, The catch basin for the remaining area will be equipped with a FLOGARD' insert to provide pre-treatment to the remaining 14% of the proposed paved area.. Date Received: A.P~ 1 ~ 2~09 Origin..; S;.:bm:tmJ~=~_ ,. ,l )~ Proiect Site Data We have utilized the Unit Hydrograph Method for calculating the storm water runoff for this project. Parking Lot Area (paving & sidewalks) Building Area Total Impervious Area Total Impervious Area to Bio-Swale Pervious Area (Landscape Area) Water Quality lntensity =; 0.83 inches/24 hours = 26,878 sf = 14,961 sf = 41,839 sf = 23,378 sf = 11,657 sf Peak Flow Intensity = 4~3 inches, 1 0- Year, 24 hour event = 4:8 inches, 25- Year, 24 hour event Rlill off Coefficient (CN); = 0.98 (paved parking areas, roofs) WaterOualitv Flow Calcui<itions: (refer to Subcatchment Reports) QWQ = 0.07 cfs Post Development Flow S,umrriarv: (refer to Subcatchment Reports) Existing Site Flows Qui= 0.50 cfs Q25 = 0.61 cfs Developed Site Flow QIO'= 0.77 cfs Q25;= 0.87 cfs Flow To Public System (Controlled outlet flow) QIO = 0.50 cfs Q25 = 0.59 cfs Bio Swale Flow SummarY Nortb Swale (Drainage Area = 10,980 sf) Bottom Width = 2 foot Channel Slope = 0,5 % Channel Length = 80 feet' Water Quality flow velocity = 0,] 0 fps Minimum Contact Time' = 12.7 minutes Average Contact Time = 24.4 minutes Water Quality flow depth ~ 0.]5 feet Date Received: , APR 1 6 2nn3 Original Submittal - ., 'l.Jl South Swale (Drainage Area = 12,398 sf) Bottom Width = 2 foot Channel Slope = 0.5 % Channel Length = 72 feet': Water Quality flow velocity = O. I 0 fps Minimum Contact Time = 11.0 minutes Average Contact Time = 20,9 minutes Water Quality flow depth:= O. I 6 feet Detention Svstem As stated earlier in this report, the detention system is comprised of a 264 foot long 36" diameter pipe under the paved area!: The attached calculation sheets show the detention required for a 10 and 25 year storm event given the outflow limited to pre-development flow. As a summary, below are the results of the 25 year event calculation which is the "worst case" between the design alternatives. Detention Volume Required = 1,799 cubic feet (see attached calculations) , Detention Provided = 1,866 cubic feet (254 feet of36 inch pipe) Reoort SummarY:. As stated earlier, the existing system is to shallow for this site to drain by gravity flow. The pump system is designed to pump at a rate of flow that will match the 2-year, existing condition . runoff rate of 0,29 cfs or I}O gallon per minute at a total discharge head of 5 feet. The pump will drain the detention system completely between storm events to allow for full detention capacities of the system. The designed system meets the requirements as set forth in the City of Springfield Code for water quality of new impervious surfaces and flow rate to the existing destination. J> Date Received: i;:' APR 1 6 2a~9 Original Submittal_~_..,_, . ' ~" 0 ~R-Sit~ ~X-Si1 Develo~ed Site Nort~wale Existing Site Conditions 11R North Swale 0 South sw~ 2R I V South Swale A Site Detention r r r.:: ,. ~: Date Rec."" ''''d: APR 1 ~ L) Original Su~~rn"" '_ ~ubc1 ~ A ~ Drainage Diagram fer 391!k:tele~~~led 4/9/2009 Prepared by (enter yeursoco;f:: ~y,:::~~r~ltware Sdutions LLC HydroCADll> 9.00 sin 184 .. 3919-detention Prepared by {enter your company name here} HvdroCAD<!li 9.00 sin 18450 @ 2009 HvdroCAD Software Solutions LLC Water Quality Type IA 24-hr Rainfal/=1.2S" Printed 4/9/2009 Paae 2 Summary for Subcatchment 2S: North Swale Runoff 0.07 cIs @ 7.89 hrs, Volume= 0.022 aI, Depth> 1,03" Runoff by SBUH method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Type IA 24-hr Rainfall=1.25" Area (sf) 10,980 10,980 CN Description 98 Paved parkina & rools 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (Ieet) (Il/It) (It/see) (cIs) 5.0 Direct Entry, Sur1ace Runoff Subcatchment 2S: North Swale Hydrograph 0,075(' - -,- 0.07- 0.065- 0.06' 0.055' 0.05' 0.045- .. :[ 0.04- ~ 0.035- u: ,- - - - -< -. - - ~ - , ... -, ...., ~ , I 0.07 cis I I. Runa" I 0.03' 0.025- 0.02' 0.Qt5- O.Ol~ 0,005' o o 1 -, ,- -,- ~Type IA;24-h'r i T r l- ,Rainfall=1.25~' _ , , Runoff Area=10,980 sf , , , Runoff ,Volume::0:022 af - ~ r- - -/ 1 - . c Runoff. Depth:> 1.03" , ' , Tc::5,O min , r - -,- CN=98 -' ,- .1- __' , -, -I , -1- ~ ',' , "- - - I- _ _' _1_ _ -" _ _ _ _ _ I- _ _1_ , ----:---. r -I" , , ~ ',- , , / 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 TIme (hours) Date Received: APR 1 6 2009 Original Submittal " 3919-detention Prepared by {enter your company name here} HvdroCAOO 9.00 sin 18450 @2009 HvdroCAD Software Solutions LLC Water Quality Type IA 24,hr Rainfall=1.2S" Printed 4/9f2009 Paoe 3 Runoff Summary for Subcatchment 3S: South Swale 0.08 cfs @ 7,89 hrs, Volume= 0.024 ai, Depth> 1.03" Runoff by SBUH method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Type IA 24-hr Rainlall=1.25" Area (sl) 12.398 12,398 CN Description 98 Paved parkino & rools 100,00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (Ieet) (fUft) (fUsec) (cis) 5.0 Direct Entry, Surface Runoff 0.OB5.{ O.OB- 0.075' 0.07' 0.065' 0.06' 0.065' _ 0.05- o ~ O.045~ ~ O.04~ u: 0.035, 0.03- 0.025' 0.02- __: 0.015- 0.01-: 0.005- 0- o 1 Subcatchment 3S: South Swale Hydrograph ~ , _>__..J__i_ II RunOff' ~ _ L I 0.08 cfs~1 , , ;- - t- '- -, TypelA24-hr Rainfall~1,25" L ,_ _ J 1 L J. 1-_ Runoff Area::12,398 sf , " I Runoff Volume=0.024 af "- <--.-... .'.- Runoff Depth> 1,03" , 1 Tc=5.0min CN;:98 -' '- J ,-- - , , ___, J , / ...,....,.. .,-. ,... ". -,", ,... 3 4 5 6 7 e 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) Date Received: APR 1 6 2009 Original Submittal " .' 3919-detention Prepared by {enter your company name here) HvdroCAOO 9.00 sin 18450 @2009 HvdroCAD Software Solutions LLC Water Quality Type IA 24-hr Rainfall=1.2S" Printed 4f9/2009 Paoe 4 Runoff Summary for Subcatchment EX-Site: Existing Site Conditions = 0.01 cfs @ 17.34 hrs, Volume= 0.017 af, Depth> 0.17" Runoff by SBUH method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Type IA 24-hr Rainfall=1.25" Area (sf) 3,025 50.471 53,496 50.471 3,025 CN Description 98 Paved parking & roofs 79 50-75% Grass cover. Fair 80 Weighted Average 94.35% Pervious Area 5.65% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fVft) (fVsec) (cis) 10.0 Direct Entry, Roof Drainage 15.0 Direct Entry, Surface Runoff 25.0 0 Total Subcatchment EX-Site: Existing Site Conditions Hydrograph / ~,~ 0.016' 0.006' 0.005' 0.004~ 0.003 0.002 0.001 o o 1 2 3 456 7 0.015- 0.014- 0.013- 0.012- 0.011- 0.01- .. ~ 0.009' l 0.008' o lL 0.007- " ~, II Runoff I -, " - L Type-IA'24-hr , Raint'aif=1.25"~ , 1 I I I Runoff Area=53,49 sf I , . . -Runo.ff yolume=O 17 af~~ - Runoff Depth>O, Tc:::25.0 min CN=80 , L L , , , ~ ,- , / .. ,..,., .,...'.........'. .",... ....., .... ....'., 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) Date Received APR 1 6 2GC9 Original Submittal " .' 3919-detention Prepared by {enter your company name here} HvdroCAOO 9.00 sin 18450 @2009 HvdroCAD Software Solutions LLC Water Quality Type IA 24-hr Rainfall=1.25" Printed 4/9/2009 Paoe 5 Summary for Subcatchment PR-Site: Developed Site Runoff 0,12 cis @ 8.17 hrs, Volume= 0.071 af, Depth> 0.70" Runoff by SBUH method, Time Span= 0,00-24.00 hrs, dt= 0.01 hrs Type IA 24-hr Rainfall=1.25" Area (sf) 14,961 26,878 11,657 53,496 11,657 41,839 CN Description 98 Paved parking & rools 98 Paved parking & rools 79 50-75% Grass cover, Fair 94 Weighted Average 21.79% Pervious Area 78.21% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ftlft) (ft/sec) (cis) 15.0 Direct Entry, Roff Drainage 15,0 Direct Entry, Surface Runoff 20,0 Direct Entry, Surface Runoff 50.0 0 Total Hydrograph Subcatchment PR-Site: Developed Site 0.'3( ~ 0.12- I --,---, -l 0.11: I . c , 10,12 cfs I - -, 0.1, 0.09~ 0.08' -;; ~ 0.07- . ~ 0.06~ 0.05, 0.04, 0.03' 0.02, -, r 0.01: oi,~,.., o 1 2 3 456 , r - II Runoff I , r , , Type IA24-hr Rainfall=1.25" , Runoff Area=53,496 sf Runoff Volume=0.071 af ..J _ . _ ~.l- _' _ Runoff Depth>O,70" -I. .. _ ~ _ _ _,__ Tc=50,O min CN=94 ,- , L_ r / ., .. ,....,....,... 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 TIme (hours) Date Received. APR 1 6 2009 Original Submittal " 3919-detention Prepared by {enter your company name here} HvdroCAOO 9.00 sin 18450 @ 2009 HvdroCAD Software Solutions LLC Water Quality Type IA 24-hr Rainfal/=1.2S" Printed 4/9/2009 Paae 6 Summary for Reach 1 R: North Swale Inflow Area = Inflow = Outflow = 0,252 ac,100.00% Impervious, Inflow Depth> 1.03" 0.07 cfs @ 7.89 hrs, Volume= 0.022 af 0.06 cfs @ 8.19 hrs, Volume= 0.021 af, Allen= 5%, Lag= 17.7 min Routing by Stor-Ind+ Trans method, Time Span= 0,00-24.00 hrs, dt= 0.01 hrs Max, Velacity= 0.12 fps, Min. Travel Time= 10.8 min Avg. Velocity = 0,07 fps, Avg, Travel Time= 20,3 min Peak Storage= 42 cf @ 8.01 hrs, Average Depth at Peak Storage= 0.20' Bank-Full Depth= 1,00', Capacity at Bank-Full= 1,50 cfs 2.00' x 1,00' deep channel, n= 0.250 Side Slope Z-value= 3.0 'r Top Width= 8.00' Length= 80,0' Slope= 0.0050 'j' Inletlnvert= 446.36', Outletlnvert= 445.96' :j: Reach 1 R: North Swale Hydrograph /--.------- 0.075- I 0.07' 0.065- 0.06' 0.055- 0.05' 0.045- "' ~ O.04~ ~ O.035~ ii: .., -, , , Inflow~ Area=O,252' aC -Avg,-D~pth- 0-,20' r.n~~ V~I:::0:~12fps -' - - n=O,250 L=80.0' " . 5=0,0050 '/' _: GCJP_a~i'Y:i=1,50 cf_s , I_ Inflow , . Outflow 0.03- 0.02S~ 0.02' O.D1S, O.Ot~ 0.005- 0, 012 l _1___. '- --~- ,- c " , , 3456789 . . . . , 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 TIme (hours) Date Received APR 1 6 2009 Original Submittal .' 3919-detention Prepared by {enter your company name here} HvdroCAOO 9.00 sin 18450 @ 2009 HvdroCAD Software Solutions LLC Water Quality Type IA 24-hr Rainfal/=1.2S" Printed 4/9/2009 Pace 7 Summary for Reach 2R: South Swale Inflow Area = Inflow Outflow 0.285 ac, 1 00.00% Impervious, Inflow Depth> 1.03" 0,08 cfs @ 7.89 hrs, Volume= 0.024 af 0.07 cfs @ 8.16 hrs, Volume= 0.024 af, Allen= 4%, Lag= 15.8 min Routing by Stor-Ind+ Trans method, Time Span= 0.00-24.00 hrs, dt= 0,01 hrs Max. Velocity= 0.13 fps, Min. Travel Time= 9.3 min Avg. Velocity = 0.07 fps, Avg. Travel Time= 17.4 min Peak Storage= 41 cf @ 8.00 hrs, Average Depth at Peak Storage= 0.22' Bank-Full Depth= 2,00', Capacity at Bank-Full= 7,13 cfs 2.00' x 2.00' deep channel, n= 0,250 Side Slope Z-value= 3.0 'f' Top Width= 14.00' Length= 72,0' Slope= 0.0050 'j' Inlet Invert= 446.45', Outlet Invert= 446.09' Reach 2R: South Swale Hydrograph 0.085'( 0.08- 0.075' 0.07' 0.065- 0.06' 0.055' _ 0.05, . :[ 0.045- ~ 0.04- u: , . I 0.08 cfs I ' . ~ I 0.07 cfs 1__ , J I- _I j _' Inflow Area=O,285 ac , Avg, Depttl=O,22' Max V~I=O,1 ~ fps - -, n=O,250 L= 72,0' , , 5=0,0050 'I' .. . , , Capacity~7,13 cfs J "-__I ...J I. Inflow I . Outflow .'. 0.035, 0.03- 0.025' 0.02' 0.015' 0.01- 0.005- 0- o ,~ - -: - - , " , _.L _ _,_ __, o ' L 1 2 ......., ." 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Time (hours) 24 Date Received' APR 1 6 20ng Original Submittal .. 3919-detention Prepared by {enter your company name here} HvdroCAOO 9,00 sin 18450 @ 2009 HVdroCAD Software Solutions LLC Water Quality Type IA 24-hr Rainfal/=1.25" Printed 4/9f2009 Paae 8 Inllow Area = Inllow = Outflow = Primary Secondary = Summary for Pond 1 P: Site Detention 1.228 ac, 78,21% Impervious, Inllow Depth> 0.70" 0.12 cis @ 8.17 hrs, Volume= 0.071 al 0.12cls@ 8.41 hrs, Volume= 0.071 ai, Atten=4%, Lag= 14.2min 0.12 cfs @ 8.41 hrs, Volume= 0.071 al 0.00 cfs @ 0.00 hrs, Volume= 0.000 al Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs /2 Peak Elev= 442.23'@ 8.41 hrs Surf.Area= 0 sl Storage= 69 cf Flood Elev= 447.56' Surf.Area= 0 sl Storage= 1,870 cf Plug-Flow detention time= 11.3 min calculated lor 0.071 al (99% 01 inflow) Center-ai-Mass del. time= 7.3 min (813.4 - 806.1 ) Volume #1 Elevation (Ieet) 442.10 443.10 444.10 445.10 446.10 447,10 448.32 Device #1 #2 #3 Invert 442,10' Avail.Storaqe Storaqe Descriotion 1 ,879 cl Custom Stage Data Listed below Inc. Store (cubic-Ieet) o 536 765 536 14 14 14 Routinq Primary Secondary Secondary Cum.Store (cubic-Ieet) o 536 1,301 1,837 1,851 1,865 1,879 Invert Outlet Devices 442,10' 3.5" Horiz. Orifice/Grate C= 0,600 Limited to weir Ilow at low heads 445,10' 2.0" Vert. Orifice/Grate C= 0.600 447.00' 6.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=0.12 cfs @ 8.41 hrs HW=442.23' (Free Discharge) 't.....l=Orifice/Grate (Orilice Controls 0.12 cis @ 1,73 Ips) Secondary OutFlow Max=O.OO cfs@ 0,00 hrs HW=442.10' (Free Discharge) t2:0rifice/Grate (Controls 0,00 cfs) 3=Orifice/Grate (Controls 0.00 cis) Date Received: APR 1 6 2009 Original Submittal 3919-detention Prepared by {enter your company name here} HvdroCAOO 9.00 sin 18450 @ 2009 HvdroCAD Software Solu1ions LLC Water Quality Type IA 24-hr Rainfal/=1.25" Printed 4/9/2009 Paae 9 Pond 1 P: Site Detention Hydrograph 0.09,. _ o.os. w :2. 0.07- ~ .f! 0.06- u. / O.13~ 0.12' 0.11 ~ 0.1' , , , ,- , , '.. , , J , , , , c , , , ~ Inflow Area=1,228ac , J' , Peak Elev=442,23' - . - - ~ . . Storage=69, cf . Inflow . Ou"low . Primary . Secondary , , c " , 0.05. 0.04" 0.03, , , , 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 Time (hours) Date Received: APR 1 6 2009 Original Submittal 0 ~R-Sit1 I ~X-Si~ Developed Site Nort,*wale Existing Site Conditions 11 R I North Swale 0 South sw~ 2R V South Swale M Site Detention Date Received: APR 1 S 2GG9 ~ubC1 ~ A, ~ Original Submittal Drainage Diagram for 391g.(jetention Prepared by {enter your company name here), Printed 4/9/2009 HydroCAOO 9.00 sin 18450 @2009 HydroCAD Sohware Solutions LLC 3919-detention Prepared by {enter your company name here} HvdroCAOO 9.00 sfn 18450 @2009 HvdroCAD Software Solutions LLC 10 Year Event Type IA 24-hr Rainfal/=4.50" Printed 4/9/2009 Paae 2 Runoff Summary for Subcatchment 2S: North Swale = 0.27 cfs @ 7,88 hrs, Volume= 0.089 af, Depth> 4.26" Runoff by SBUH method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Type IA 24-hr Rainfall=4.50" Area (sf) 10.980 10,980 CN Description 98 Paved parkino & roofs 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (Wltl (fVsec) (cfs) 5.0 Direct Entry, Surface Runoff 0.04' 0.02' 0,' o 1 2 3 4 5 6 / 0.28- 0.26. 0.24' 0.22' 0.2' 0.18' " 11. 0.16' ~ 0.14' 0 u: 0.12- 0.1' 0.08' 0.06' Subcatchment 2S: North Swale Hydrograph " II Runofl~ I 0.27 cIs I TYPE! ,IA'24~hr Rainfall=4.50" , Runoff Area=10,980 ~f Runoff Volume=O.089 af ,_ Runof(Depth;4,26" I I I I Tc=5.0 min CN=98 .! , " -, , , " , c , c , ,- , " c '-- , '- , , . ~ , , _, _ J_ -, --'-- / ..... ......., 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time {hours} Date Received' APR 1 6 2009 Original SubmittaL_ 3919-detention Prepared by {enter your company name here} HvdroCA[)@ 9.00 sin 18450 @ 2009 HvdroCAD Software Solutions LLC 10 Year Event Type IA 24-hr Rainfall=4,50" Printed 4f9/2009 Paoe 3 Summary for Subcatchment 3S: South Swale Runoff 0,30 cis @ 7.88 hrs, Volume= 0,101 af, Depth> 4.26" Runoff by SBUH method, Time Span= 0,00-24,00 hrs, dt= 0.01 hrs Type IA 24-hr Rainfall=4,50" Area (sf) 12,398 12,398 CN Description 98 Paved oarkina & roofs 100,00% Impervious Area T c Length (min) (feet) 5.0 Slope Velocity Capacity Description (ftlfll (ft/sec) (cis) Direct Entry, Surface Runoff Subcatchment 3S: South Swale Hydrograph :::( 0.26' 0.24' 0.22- _ 0.2' o E. 0.18- ~ 0.16) 0.14 0.12- 0." 0.08- O.06~ 0.04- 0.02- 0" o 123 4 5 6 789 , '1 , I 0.30 cfs I ; ~ J I. Runo<<l _ _ L. -.-1_ 4 ~ , L '- Type IA 24-hr , ' , Rainfall=4.50" -I ~ c- -! -I ~ t- Runoff Area::12,398 sf , Runoff Volume=O.101 af " Runoff Depth>4,26" , -Tc=5.0 min , , CN=98 , ., " , c ,- , , , 1 , , , , , , c , .- , ., -r-' t- , , --,--, -.,--,,--,- , -, - -I-- - -l_ -! -.. , - -,- --, ........,............... ...,..... ...,. 10 11 12 13 14 15 16 17 Time (hours) ............, 18 19 20 21 / 22 23 24 Date Received: APR 1 ~ 2Q~9 Original ~Ubrl1l"2.,_,_ , . . 3919-detention Prepared by {enter your company name here} HvdroCAOO 9,00 sin 18450 @ 2009 HvdroCAD Software Solutions LLC 10 Year Event Type IA 24-hr Rainfal/=4.50" Printed 4f9f2009 Paae 4. Summary for Subcatchment EX-Site: Existing Site Conditions Runoff = 0.54 efs @ 8.01 hrs, Volume= 0,249 af, Depth> 2.43" Runoff by SBUH method, Time Span= 0.00-24,00 hrs, dt= 0.01 hrs Type IA 24-hr Rainfall=4,50" Area (sf) 3,025 50.471 53.496 50.471 3,025 CN Description 98 Paved parking & roofs 79 50-75% Grass cover. Fair 80 Weighted Average 94.35% Pervious Area 5.65% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ftlft) (!Vsec) (efs) 10.0 Direct Entry, Roof Drainage 15,0 Direct Entry, Surface Runoff 25,0 0 Total Subcatchment EX-Site: Existing Site Conditions Hydrograph 06/' 0.55' I 0.54 cis I , II RunoH~ - 0 35'~ o . U ;- 0.3 o u: 0.25 ...J_ .J _.l , 1 0.4- , , '- _1___,_ , , , . Type IA.24-hr Rainfall=4.50" , " Runoff Area=53,496,sf , , Runoff Volume=O.249 af Runoff-Depth>2.43" , , Tc=25.0 min CN:;:80 0.5' ,- r 0.45- . . . . --------- -I 0.2' . 0.15 .- 0'1 0.05 o 1 , o 1 ~ , , ,. / .. .. .. ...,...., 2 3 . 5 6 7 8 9 10 11 12 13 " 15 16 17 18 19 20 21 22 23 2' Time (hours) Date Received' APR I 6 2009 Original Submittal . . 3919-detention Prepared by {enter your company name here} HydroCAD@ 9.00 sin 18450 @2009 HydroCAD Software Solutions LLC 10 Year Event Type IA 24-hr Rainfal/=4.50" Printed 4/9f2009 Paae 5 Runoff Summary for Subcatchment PR-Site: Developed Site 0.72 efs @ 8.08 hrs, Volume= 0.383 aI, Depth> 3,74" Runoff by SBUH method, Time Span= 0.00-24,00 hrs, dt= 0.01 hrs Type IA 24-hr Rainlal1=4,50" Area (sf) 14,961 26,878 11.657 53,496 11,657 41,839 CN Description 98 Paved parking & roofs 98 Paved parking & roofs 79 50-75% Grass cover, Fair 94 Weighted Average 21.79% Pervious Area 78,21 % Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/It) (!Vsec) (efs) 15.0 Direct Entry, Roff Drainage 15.0 Direct Entry, Surface Runoff 20.0 Direct Entry, Surface Runoff 50.0 0 Total 0.8'/ Q.75~ 0.7' 0.65~ 0.6,. 0.55' O.5~ :E" 0.45~ ~ . :t O.4~ o u: O.35~ 0.3; 0.25' 0.2' 0.15- 0.1 0.05 o o Subcatchment PR-Site: Developed Site Hydrograph , _0- , _L .J J 1 L , L , , , , II Runoffl , .- - --, - - ~ - -, -.- , , I 0.72 cfs I "1 -T -r Type 1A.24-hr Rainfall=4,50" , " Runoff Area::53;496 sf- 1 ,,_, l Runoff Volume=O.383 af Runoff Depth>3.74" T 1. I I -en. --,- .-1<:::50.0 -niiff- ~ -I -, ,. CN=94 ,- , , _,_ _...J ~ - - ~ - -1- - - " , -, 1 , ~ (- " ~ / .... ..., .., ...,....,.. .." "'".. ,...., 3 4 5 6 7 a 9 10 11 12 13 14 15 16 f7 18 Time (hours) "I ...,"", """"1"", 19 20 21 22 23 24 Date Received APR 1 5 2009 Original SubmIttal . 3919-detention Prepared by {enter your company name here} HvdroCAOO 9.00 sin 18450 @ 2009 HvdroCAD Software Solutions LLC 10 Year Event Type IA 24-hr Rainfal/=4.50" Printed 4/9/2009 Pace 6 Summary for Reach 1 R: North Swale Inflow Area = Inflow Outflow = 0.252 ac, 1 00.00% Impervious, Inflow Depth> 4.26" 0.27 cfs @ 7.88 hrs, Volume= 0.089 af 0.26 cfs @ 8,09 hrs, Volume= 0,089 af, Atten= 2%, Lag= 12.9 min Routing by Stor-lnd+ Trans method, Time Span= 0,00-24.00 hrs, dt= 0.Q1 hrs Max. Velocity= 0.19 fps, Min. Travel Time= 7.1 min Avg. Velocity = 0.11 fps, Avg. Travel Time= 12.7 min Peak Storage= 112 cf @ 7.97 hrs, Average Depth at Peak Storage= 0.43' Bank-Full Depth= 1.00', Capacity at Bank-Full= 1.50 cfs 2.00' x 1,00' deep channel, n= 0.250 Side Slope Z-value= 3.0 '{ Top Width= 8.00' Length= 80.0' Slope= 0.0050 'f' Inlet Invert= 446,36', Outlet Invert= 445,96' ,"- . ..... . {14 ~ :j: .' Reach 1 R: North Swale Hydrograph /. , , 1---1---'- " , , - - -1- , ---...- - , , . .,lnflow~:Area=0:252 'ac I I I I I I J;\vg,~ Depth=O,43' Max ,Vel=0:19 Ips n=0;250 , - ~ - 1- _ I L=80,O' 5=0;0050 '/' Capacity=1 :50 cIs II Inflow I . Outllow 0.28' 0.26' 0.24' 0.22- 0.2- 0.18- ! 0,16] o 0.14 u: 0.12' 0.1- 0.08' 0.06' 0.04' 0.02- 0, o , , 1 , " , , , --1--1-- 1 , ,- , t~ -I - 3 4 5 6 ...7....8....9...,.0..,';..;'2..,3 14 15 16 17 18 19 20 21 22 23"24 Date Rece,'ved.' Time (hours) APR 1 S 2009 Original Submittal , 3919-detention Prepared by {enter your company name here} HvdroCAOO 9,00 sin 18450 @ 2009 HvdroCAD Software Solutions LLC 10 Year Event Type IA 24-hr Rainfal/=4,50" Printed 4/9/2009 Paae 7 Summary for Reach 2R: South Swale Inflow Area = Inflow = Outflow = 0.285 aC,1 00.00% Impervious, Inflow Depth> 4.26" 0.30 cts@ 7.88 hrs, Volume= 0.101 af O,30cts@ 8.06hrs, Volume= O,100af, Atten=2%, Lag= 11.2min Routing by Stor-Ind+ Trans method, Time Span= 0.00-24,00 hrs, dt= 0.01 hrs Max. Velocity= 0.19 fps, Min. Travel Time= 6.2 min Avg, Velocity = 0.11 fps, Avg, Travel Time= 11.0 min Peak Storage= 110 ct @ 7,96 hrs, Average Depth at Peak Storage= 0.45' Bank-Full Depth= 2.00', Capacity at Bank-Full= 7.13 cts 2,00' x 2,00' deep channel, n= 0.250 Side Slope Z-value= 3.0 'f Top Width= 14,00' Length= 72.0' Slope= 0.0050 'j' Inletlnvert= 446.45', Outletlnvert= 446.09' Reach 2R: South Swale Hydrograph (_: 0.32- I 0.3' 0.28' 0.26-' 0.24" 0.22- _ 0.2' . ~ 0.18- ~ 0.16 u: 0.14 J '- l'nflow~Area=0~285 'ac- -f -Avg-., Depth=O,45' :-Max,Vel=0~19 fps n=O,250 J L L .I L= 72,0' 5=0,0050 ~/'. , CapaciW:,: 7~ 13 cfs I_Inflow I . Outflow " 0.12 0.1 0.08' 0.06' 0.04' 0.02' 0' o 1 2 3 4 567 8 9 , " -,- .., / ........... .,.. o' 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) Date Received: APR I ~ 2f'~9 Original v' JI"H!G! . 3919-detention Prepared by {enter your company name here} HydroCAOO 9,00 sin 18450 @ 2009 HydroCAD Software Solutions LLC 10 Year Event Type IA 24-hr Rainfal/=4.50" Printed 4/9/2009 Paoe 8 Inflow Area = Inflow = Outflow = Primary = Secondary = Summary for Pond 1 P: Site Detention 1.228 ac, 78.21% Impervious, Inflow Depth> 3.74" 0.72 cfs @ 8.08 hrs, Volume= 0.383 af 0.49 cfs @ 9.22 hrs, Volume= 0.381 af, Allen= 31%, Lag= 68.1 min 0.49 cfs @ 9.22 hrs, Volume= 0,381 af 0.00 cfs @ 0.00 hrs, Volume= 0.000 af Routing by Stor-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs f 2 Peak Elev= 444.46' @ 9.22 hrs Surf.Area= 0 sf Storage= 1,496 cf Flood Elev= 447.56' Surf,Area= 0 sf Storage= 1,870 cf Plug-Flow detention time= 26.7 min calculated for 0,381 af (100% of inflow) Center-of-Mass del. time= 23.9 min ( 748.1 - 724,3 ) Volume #1 Elevation (feet) 442,10 443.10 444.10 445.10 446.10 447,10 448,32 Device #1 #2 #3 Invert 442,10' Avail.Storaae Storaae Description 1,879 cf Custom Stage Data Listed below Inc. Store (cubic-feet) o 536 765 536 14 14 14 Routina Primary Secondary Secondary Cum,Store (cubic-feet) o 536 1,301 1,837 1,851 1,865 1,879 Invert Outlet Devices 442.10' 3.5" Horiz. Orifice/Grate C= 0,600 Limited to weir flow at low heads 445,10' 2.0" Vert. Orifice/Grate C= 0.600 447.00' 6.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=0.49 cfs @ 9,22 hrs HW=444.46' (Free Discharge) t......l=OrificelGrate (Orifice Controls 0.49 cfs @ 7.40 fps) Secondary OutFlow Max=O,OO cfs@O.OO hrs HW=442.10' (Free Discharge) t2:0rificelGrate (Controls 0.00 cfs) 3=Orifice/Grate (Controls 0.00 cfs) Date Received: APR 1 5 2039 Original Submittal . 3919-detention Prepared by {enter your company name here} HvdroCAD<!li 9.00 sin 18450 @ 2009 HvdroCAD Software Solutions LLC 10 Year Event Type IA 24-hr Rainfal/=4.50" Printed 4/9/2009 Pace !! Pond 1 P: Site Detention Hydrograph / 0.8, -~--1 ... . 0.75' L . ,. ~ - -I . Inflow Area=1,228 ac , . Peak_Elev:=444,46' , Storage=1,496cf - - - T i , , , , . Inflow . Outflow . Primary . Secondary I O.72cfs I. O.7~ 0.65~ 06-) 0.55' 0.5' ~ 0.45~ ~ 0.41 u: 0.35: 0.3, 0.25' 0.2~ O.15~ o.q I O.O&"cfs o o 1 -, -, - , L " 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) Date Received: APR 1 3 2009 Original Submittal , . 0 ~R-Sit~ ~X-Si1 , Developed Site Nort,*wale Existing Site Conditions 11 R 1 North Swale 0 South sw~ 2R V South Swale M Site Detention Date Received: APR 1 :- :':-3 Original Submillal_ _ __ ~UbC1 IReachl A ~ Drainage Diagram for 391!klele~~~led 4/9/2009 Prepared by (enler Y084ur50co~g:o': ~y:'::~~~ftwareSolutions LLC HydroCAIJ<lI) 9.00 sin 1 ~ . . 3919-detention Prepared by {enter your company name here} HvdroCA()@ 9.00 sin 18450 @ 2009 HvdroCAD Software Solutions LLC 25 Year Event Type IA 24-hr Rainfal/=5.00" Printed 4/9/2009 Paoe 2 Summary for Subcatchment 2S: North Swale Runoff = 0.30 cfs @ 7.88 hrs, Volume= 0.100 af, Depth> 4.76" Runoff by SBUH method, Time Span= 0,00-24.00 hrs, dt= 0.01 hrs Type IA 24-hr Rainfall=5.00" Area (sf) 10.980 10,980 CN Description 98 Paved parkinq & roofs 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/It) (ft/see) (efs) 5,0 Direct Entry, Surface Runoff Subcatchment 2S: North Swale Hydrograph 0.32( 0.3, 0.28' O.26~ 0.24, 0.22' I. RunOff' .. :2. 0.18: J: 0.16- a u:: 0.14- O.12~ 0.1- O.08~ 0.06- O.04~ 0.02- 0- o - -1- , -1- 1 , _ _ 1_ _ ...J _ _ ~ _ , r " Type IA'24-hr Rainfall=5,OO" r I - Runoff Area=10,980 sf , , Runoff Volume=O,100 af Runoff Depth>4,76" Tc=5.0 min - ~ ~ - - , CN;:98 0.2' / 3 4 ..., ..., ........,. .,....,.......... 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) Date Received: APR 1 6 2009 Original Submittal r 3919-detention Prepared by {enter your company name here} HvdroCADilli 9.00 sin 18450 @ 2009 HvdroCAD Software Solutions LLC 25 Year Event Type IA 24-hr Rainfal/=5.00" Printed 4/9/2009 Paoe 3 Summary for Subcatchment 3S: South Swale Runoff 0.34 cis @ 7,88 hrs, Volume= 0.113 af, Depth> 4.76" Runoff by SBUH method, Time Span= 0.00-24.00 hrs, d1= 0.01 hrs Type IA 24-hr Rainfall=5.00" Area (sf) 12.398 12,398 CN Descriotion 98 Paved oarkinq & roofs 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/fl) (ft/sec) (cfs) 5.0 Direct Entry, Surface Runoff Subcatchment 3S: South Swale Hydrograph 036( '- - , 0.34' 0.32' 0.3' 0.28' 0.26' 0.24- _ 0.22' . :[ 0.2- ~ 0.18- u: 0.16- 0.14- 0.12- 0.1' o.oa~ O.06~ _ _,_ _ .J_. O.04~ 0.021 ~ O~. 0123456 I 0,34 cfs I 1 II RUnO"! , , " , , T , , r , , , Type 1A'24~hr 1 . Rainfall=5,OO" Runoff Area::12,398 sf " ,; I ' RunoffVoh.ime=O;113 af :Runoff'Depth:::4.iEi" , , Tc::5.0 min CN=98 ,- , c , c .C , c , , . .c _1_ 4__.1- _1-__1__ _ _ _,_ _ J / 7 8 9 ...,....,........., ...,....,...., 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) Date Received: APR 1 6 2009 Original Submittal . . 3919-detention Prepared by {enter your company name here} HvdroCAOO 9.00 sin 18450 @ 2009 HvdroCAD Software Solutions LLC 25 Year Event Type IA 24-hr Rainfal/=5.00" Printed 4/9/2009 Paae 4 Runoff = Summary for Subcatchment EX-Site: Existing Site Conditions 0.65 cis @ 8,01 hrs, Volume= 0.292 af, Depth> 2.86" Runoff by SBUH method, Time Span= 0.00-24.00 hrs, dt= 0,01 hrs Type IA 24-hr Rainfall=5,OO" Area (sf) 3,025 50.471 53,496 50,471 3,025 CN Description 98 Paved parking & roofs 79 50-75% Grass cover. Fair 80 Weighted Average 94.35% Pervious Area 5.65% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/It) (fVsec) (cis) 10.0 Direct Entry, Roof Drainage 15.0 Direct Entry. Surface Runoff 25.0 0 Total / 0.7- 0.65' 0.6' 0.55' 0.51 0.45 '5 0.4 i 0.35 0.3' 0.25' 0.2- 0.15- 0.1- 0.05' 0, o 1 2 3 Subcatchment EX-Site: Existing Site Conditions Hydrograph '- 1 , , II Runoffl I 0',65 ctsl Type IA;24-hr Rainfall=5.00" , Runoff Area=53;496 sf I I' 1 I I Runoff ,Volum'e=p,292 af ~ - Runoff Depth>2.86" - , , Tc=25,O min , - -,-.. "- CN=80 , -, " 'L , -, , , , , _ _I- _...l_ , , -l__~__l-__l-__ , , , , , 1- -, , 1- -.. - -,- -- , ,- , ~ l_ " " ,- - -, -., - T - - r , / . ." .... "' ..... .u,.. 4 5 6 7 B 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) Date Received' APR 1 5 2009 Original Submittal . , 3919-detention Prepared by {enter your company name here} HvdroCAOO 9.00 sin 18450 @ 2009 HvdroCAD Software Solutions LLC 25 Year Event Type IA 24-hr Rainfal/=5.00" Printed 4/9/2009 Paoe 5 Runoff = Summary for Subcatchment PR-Site: Developed Site 0.81 cis @ 8.08 hrs, Volume= 0.432 af, Depth> 4.23" Runoff by SBUH method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs Type IA 24-hr Rainfall=5,OO" Area(st) 14,961 26,878 11,657 53,496 11,657 41,839 eN Description 98 Paved parking & roofs 98 Paved parking & roofs 79 50-75% Grass cover. Fair 94 Weighted Average 21.79% Pervious Area 78.21 % Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ltl (ft/sec) (cis) 15.0 Direct Entry, Roff Drainage 15.0 Direct Entry, Surface Runoff 20.0 Direct Entry, Surface Runoff 50.0 0 Total oo~:( 0.8' 0.75' 0.7. 0.65' 0.6' 0.55- ~ 05- ~ '; :t O.45~ ~ O.4~ 0.35' 0.3; 0.25; 0.2': 0.15: 0.1: 0.05' 0' T, o 123 456 789 Subcatchment PR-Site: Developed Site Hydrograph , _ _1_ -"_ .I II Runoff' I 0.81 cIs t J , .J.__L , -l~ -L _L__L. + Type IA!24-hr Rainfall~5,OO" r '1- I ~ 1 - r Runoff Area=53,496 sf , " RLiifoff VohJme~O~432:af Runoff Depth>4.23" , , Tc=50,O min CN=94 _J _.1 L , , / .. on, . . 10 11 12 13 14 TIme (hours) , f5 f6 17 18 19 20 21 22 23 24 Date Received: APR 1 6 2009 Original Submittal . . < 3919-detention Prepared by {enter your company name here} HvdroCAOO 9.00 sin 18450 @ 2009 HvdroCAD Software Solutions LLC 25 Year Event Type IA 24-hr Rainfal/=5.00" Printed 4/9f2009 Paae 6 Inflow Area = Inflow Outflow = Summary for Reach 1 R: North Swale 0,252 ac,100.00% Impervious, Inflow Depth> 4.76" 0.30 cfs @ 7.88 hrs, Volume= 0,100 af 0.29 cfs@ 8.08 hrs, Volume= 0,099 af, Atten= 2%, Lag= 12.5 min Routing by Stor-Ind+ Trans method, Time Span= 0.00-24,00 hrs, dt= 0.01 hrs Max. Velocity= 0.19 fps, Min, Travel Time= 6,9 min Avg. Velocity = 0.11 fps, Avg. Travel Time= 12.2 min Peak Storage= 121 cf @ 7.97 hrs, Average Depth at Peak Storage= 0.45' Bank-Full Depth= 1.00', Capacity at Bank-Full= 1.50 cfs 2.00' x 1.00' deep channel, n= 0.250 Side Slope Z-value= 3.0 'j' Top Width= 8,00' Length= 80.0' Slope= 0.0050 'r Inletlnverl= 446.36', Outletlnverl= 445.96' :t: 0.32'~ 0.3' ~;;l' 0.22 0.2 "' :2. 0.18-- J; 0.t6- a u:: 0.14- , , , -1- L T J -,- 0.12'1 0.1' O.OS' a.OG- 0.04- . ~L- Reach 1 R: North Swale Hydrograph _J .J ! , I. Inflow I .OutflO'N , r -1- , , , ,. Inflow Area=0.252:ac _1_ _ .... _ '" _ _ _1_. .... _ _1_ _ ~ _ _1_ Avg,: Depth=0,45' Max ;Vel=Oc~19 fps _ n=O,250 -< t- 1_ L=80,O' , S~0:0050 .;. , , I :Capacity=1:59 cfs , -,- , , ,- , -1 r- 0.02' 0, o 1 2 3 4 5 6 7 8 9 ...,.. .,. '" to 11 12 13 14 15 16 17 18 19 20 21 22 23 24 TIme (hours) Date Received: APR 1 S 2009 Original Submittal_ . . , 3919-detention Prepared by {enter your company name here} HvdroCA[)@ 9.00 sin 18450 @ 2009 HvdroCAD Software Solutions LLC 25 Year Event Type IA 24-hr Rainfal/=5.00" Printed 4/9f2009 Paae 7 Inflow Area = Inflow Outflow Summary for Reach 2R: South Swale 0.285 ac,100.00% Impervious, Inflow Depth> 4.76" 0,34 cfs @ 7.88 hrs, Volume= 0,113 af 0,33 cfs @ 8,06 hrs, Volume= 0,112 af, Anen= 2%, Lag= 10.8 min Routing by Stor-Ind+ Trans method, Time Span= 0.00-24.00 hrs, dt= 0,01 hrs Max. Velocity= 0.20 fps, Min, Travel Time= 6.0 min Avg, Velocity = 0,11 fps, Avg, Travel Time= 10.6 min Peak Storage= 119 cf @ 7.96 hrs, Average Depth at Peak Storage= 0.48' Bank-Full Depth= 2.00', Capacity at Bank-Full= 7.13 cfs 2.00' x 2.00' deep channel, n= 0.250 Side Slope Z-value= 3.0 '/' Top Width= 14.00' Length= 72,0' Slope= 0,0050 '/' Inlet Invert= 446.45', Outlet Invert= 446.09' 036! 0.34- 0.32' 0.3' 0.28~'. 0.26. 0.24 _ 0.22' o ~ 0.2; ~ 0.18' u: O.16~ O.14J 0.12 0." 0.08' 0.06- 0.04' 0.02' 0', o Reach 2R: South Swale Hydrograph .', , I. Inflow , . Outflow '- o t- o 1 o 0 -lnflow~Area~0;'285 oac " 0 ~vg,~ D~ptl:l=P.4&' ~ -Max Y~I=0~~29_fp~ n=O,250 o . L=72,O' S=0~0050 '1' Capacity= i 13 cfs 1 o " , l o , 2 3 4 5 6 7 8 9 . , . 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) Date Received: APR 1 ~ 2009 Original Submittal . . . 3919-detention Prepared by {enter your company name here} HvdroCAOO 9.00 sin 18450 @2009 HvdroCAD Software Solutions LLC 25 Year Event Type IA 24-hr Rainfal/=5.00" Pri nted 4/9/2009 Paae 8 Inflow Area = Inflow = Outflow = Primary Secondary = Summary for Pond 1 P: Site Detention 1.228 ac, 78,21 % Impervious, Inflow Depth> 4,23" 0.81 cfs @ 8,08 hrs, Volume= 0.432 af 0.55 cfs @ 9.24 hrs, Volume= 0.431 af, Atten= 32%, Lag= 69.6 min 0,55 cfs @ 9,24 hrs, Volume= 0.431 af 0.00 cfs @ 0,00 hrs, Valume= 0.000 af Routing by Star-Ind method, Time Span= 0.00-24.00 hrs, dt= 0.01 hrs 12 Peak Elev= 445.03' @ 9,24 hrs Surf.Area= 0 sf Storage= 1,799 cf Flood Elev= 447.56' Surf.Area= 0 sf Starage= 1,870 cf Plug-Flaw detention time= 29.8 min calculated far 0.430 af (100% of inflow) Center-of-Mass del. time= 26.6 min (746.3 - 719.7) Volume #1 Elevation (feet) 442,10 443.10 444.10 445.10 446.10 447,10 448.32 Device #1 #2 #3 Invert 442.10' Avail.Storaoe Storaoe Description 1 ,879 cf Custom Stage Data Listed below Inc.Store (cubic-feet\ o 536 765 536 14 14 14 Routino Primary Secondary Secondary Cum,Store (cubic-feet) o 536 1,301 1,837 1,851 1,865 1,879 Invert Outlet Devices 442,10' 3.5" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads 445,10' 2.0" Vert. Orifice/Grate C= 0.600 447,00' 6.0" Horiz. Orifice/Grate C= 0.600 Limited to weir flow at low heads Primary OutFlow Max=O,55 cfs @ 9,24 hrs HW=445.03' (Free Discharge) L1:0rifice/Grate (Orifice Controls 0.55 cfs @ 8.24 fps) Secondary OutFlow Max=O.OO cfs @ 0.00 hrs HW=442,10' (Free Discharge) t2=Orifice/Grate (Controls 0.00 cfs) 3=Orifice/Grate (Controls 0.00 cfs) Date Received: APR 1 3 2009 :)riginal SUbmittal v . " .. 3919-detention Prepared by {enter your company name here} HvdroCAOO 9.00 sin 18450 @2009 HvdroCAD Software Solutions LLC 25 Year Event Type IA 24-hr Rainfal/=5.00" Printed 4/9f2009 Paae 9 Pond 1 P: Site Detention Hydrograph 0.9 0.85 0.8 0.75 O.7~ 0.65' 0.6' .. 0.55l' 'E 0.5 i 0.45. u:: 0.4 0.35 0.3'. 0.25' 0.2; O~~j I O.oJ cfs - o o 1 2 3 4 .., --;--~-, , 10.81 cfs I, , -I 1- ~ ", . Inflow . Ou"low . Primary . Secondary _L._-< , " j , " ., , T 1- ,- T Hnflow-Area=1 ;228 ac I I ; I I, , Peak Elev=445,03' J..- -' . . .1_ .I. .1_ .. , Storage=1 ;799,cf -, "I" 1 " 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 TIme (hours) Date Received' APR 1 - 2009 Original Submltta,__ _ 04/08/2009 08: 42 FAX 541 736 '...1 VI:i/ vo, ",UUI:f J.J;;~.J. r....4 +:>.oi'J. ...0: ,0,) CITY OF SPRINGFIELD PW ~ OLSON & MORRIS UL.::JU1'l & J!lUKK.l:1 1in002 I{!JO.Ol .. ,:.' .....--.. - ..; .~~ PUBUC WORKS DEPARTMENT IEngineering Division Phone: (541) 726,3753 Fax: (541) 736-1021 STORMW ATER MANAGEMENT SYSTEM SCOPE OF WORK. . ... r"t'"" lIe/pw Ihi$litl.ji((ed outQy ApplJc..nlJ (PI.".e return 10 Mall Stouder@ City of!,pringfield Public Works Engineering; Fax I; 736'1021. Phone # 736-1035). . emtJl1:msrouderrJIleUp,I>urfi.sld.or.us ProjedName; Q :>11""; .;J:lj"I,,~k c.e",+u Applicant: Assessors Parcel 1'1- C)~ - it:. ::1.' Lf 1"L 1'.\'00 _ "ocDate: Land Use(s): (0.......1..:+_ Go..,"'".."...../ PhQDe#: Project Size (Acres); I /. 2 ~ c::ll c:. I Fax #: Approx. Impervious Area: 6. 't {, c:. t. EmalI: 01"50'" J M(),.,.:~ 18- ;1.-o?, 90:.L' '1116 <fA",. .3.:lS"3 ~~ ~ o/ro... ...-I_;>J1.v','[, I ..0.... Project Description (Include" 'copy of Asaeasor'. map): <:o....d,y't.t.c.tio"'- of IJ,:<'/Y5i.r (e....ier ....;~r... f"''I'b'..,7~....J a.c.c"'u "\."'1:<4\, Drainage Proposal (Publio connection(s), discharge Jocalion(s), etc. Attach additional sheel(s) ifnecessmy: SU"~..ce Y"...",..f.r J.o' Jl.'() . ~.......(~{ .....:.J..!... 'l."" .......Je...,"'OI->"C1. J'lJ.t~",f:<>Vl ():ptt 'l-"",J c:e.~7"<l(~~ tlo-v ",."ild. '1CJ ~""/~:J.""'11<4.bl:< rysh- <-u:-L-""~.... 0. N..eef- :PJ'oDosed Storplwllter Rest MS\lsl!ement Practices: ~'.o- s.....""/e' J~~ 4-1 ~'r so"Z of.. {~~~> P'.-.k.:, ~ ., c;...Jt.L J3~.:., ;:::./k.- . 1"'-"" ~L",,~... . ' (.4'rea'h~low this line filled out bv the CiJI) and R~turn~d to th~ AD,?llfR't) . .(AI" minimUm. ail box...' checked by the City on Ihefrotll "tld back oJthi$ sheelshall buubmiltcd for 'an a""llcall()n/o b. comolele for submltlal, alrhou"h other requinimenl!l mall be ".ce,~arv.) Drainll!!C Study Tvue IEDSPM Sectiob 4.03.2): (Note. UH trulV be substituted for Ra.tional Met1JOd) o Small Site Study - (use' Rational Method tbr Calculations) IZi Mid-Level Development StJdy - (.s. Unit Hydrograph Md:hod for ealeu1~ticn.) o Full Drainage Developmen.t':Study - (use Unit HY~ll"lph Method for calculatio~s) Environmental Considerations; j2(Wollhead Zona: 10 \lea.. -1~ o WetlandlRiparilUl: NIt.i t2f Soil Type: Ctrv.rhU'l}rAlI~/~of ~ilfy /'/~.../~"".... Downstream Analvsis: ,5../efw Urbt41 /4,;..// ~ux i71" NI A . [] Flow line for starting water liUrface elevation: o Design HGL to use for starting water surface elevation: o Manhole/Junction to rake analysis to: o Hillside Development: NPr n Floodwlly/Floodplain: t.!o,. o Other Jurisdictions ~~ Date Re"'::" '-,,'0" APR 1 .."~'1 "...:_:...._.1':'0.., ....'.....,...-. -......... Return to Matt Stouder@ City J'r Springfield, emall: mstoudertfiJcl.sorinl'1fIeld,,,,,.,u,,. PAX; (541) 736-1021 04/08/2009 08:42 FAX 541 736"1 Ul,I,/ uo/ ""UVl;I l..l::..L";':: ~.A.A <)4.1 "e, :n., CITY OF SPRINGFIELD PW ' ~ OLSON & MORRIS UL.::;UN lit MU1tl(l~ I;fl003 . Ii!I002 " -_::.'" '0 . '. .... COMPLETE STUDY ITEMS I FQo Official Use Or.ty: '. Based upon the l"{onnatlanpl'Ovld,,d onthefront a/this .heet thefallaWing repre:;e"ts a minimum afwhat is neodedfar an appllcation tQ bf$ (;CJmplelefor :rubmitta/ with rt:!Jpect to drainage: howev~r. this li.ft should riot be. used in lJdu afthe Springfield Development Cad~ ($DC) 0" the CitY'S Engineering DesigJ'l MaltUal. CDmpJiance wilh the.se requireme.nts dOB~fj nor constitute site apprawJI; Addilio/Jal site specific inlonnatlall may be required. Nate: Upan scoping sheet submittal; Im....re completed 10"," he., been signed in the .spac<< pY'rJ'Vidad b(f.low: Interim ne.lgn Stand..rds/Water Quality (EDSPM Chapt.r 3) ~d NIA . ~ 0 AU nOll-building rooftop (NBR) impervious ,uri'aces Shall be pre-treated (e,g, multi"ehambered catchba.in wfoiJ filtration media) for ston'nwator ~u.l!ly. Additionally, a romimum of SO% "fthe NBR imporvlo". surface .hall be Treated by vegetated methods.' . tzr 0 Where required, vegetative .tonnwater design shall be eonsiste:nt with interim desi&n standards (EDSPM Section 3.02), set forth by the Bureau of Environmental Service. (BES) or Clean \Valer Servi= (CWS). o 0 For new NBR impervious:.rea less than 15,000 .qu"", feet, . .implified design approach may be followed as .pecified by the BES for vegetative treatn>ont. 0' 0 If a atormwater treatment ';"'al. is proposed, .ubmit ealculatiOllSI.pecificalions fer sizing, velooity, flow. .ide .101'<'" bottom 5lope, and sCl'.:d mix ccn~istc...-nt with C:lithet BES or CWS requirenlcnts. .IZf 0 Waler Quality calculano",... required in Section 3.03.1 oflllo IlOSPM D JZr All building rooftop moun!"d equlp",e." or othertluid cOlltsining oqulpment IDeated outside of tbe building, .hall be provided with sec:ondarr containment or weathor resistant enclosure. Ce,cra! Study Requirements (EDSPM Se~tton 4.03) IZ 0 Drainage study prepared bY a Professional Civil gn~neer licensed in the state efOregon, ~' 0 A complele drainage study, ao required in EDSPM Section 4.03.1, inolllding 8 hydrological SlUdy map. e. 0 Calculation, ,howing system Cllpsclly for a 2-1'- .torm ovent and overflew offeot. of. 2S-ycar .tonn ovenl. 0' 0 The time ofcaneentlation (To) .hall b. detennim:d using a 10 mioOIO otatt lime for develop'd bOg.n.. Review of Downstream System (EDSPIH SeotioR 4.0J.4..C) o I2f A downslr..1lt drainage analy.is as &scribed in EDSPM S~etion 4,03.4.C. On-sile drainage sholl be governad by the Orogon Plumbing Specialty Code (OPSC). D 0 Elevations of the HGl.. anlflow lino3 for both city and privare sysrem3 wh.", .pplicable. " De llgn of Storm System. (EDSPM SeotioD 4.04) E 0 Flow lines, slopes, rim el~vntjons. pipe lYPe aad sizes clearly indicated on the plan s~t. JZ. D Minimum pipe cover shall be 18 inches for rcinfor""d pipe and 36 inche, for pl.io coner.te and plastic pip. matori.Is, or proper eng)n..ring ealct1l..tions shall b. provided WhOllless. :l'he cover shall be .ufflcient to support 00 80,000 lb load witheut failure of the pipe strucmre. D j;?Mnnnin8 '. "n" vslu~; for pipes shall be consi,tent widl Table 4.( oCthe EDSP. All stonn pipes shaU be designed to acblave 0 minimum velocity of three (3) toat per ,econd at 0.5 pipo fuU,best<! 00 Table 4-1 a. weLL Othe.(Misc tzJ D Existing and proposed centours, looated at One foot inr.erva1. In<:lud.e spot elevations ;md ai~e grades showing how site draitlll o Dprivate stormwater ~sanentsshal1 be clearly deplcted on plan", when private stormwatl:r f1owsfrom one:: property (0 ancthtr o .!2l'Drywclls ,hall Dot reeeiv. runofffrorn any surfac. w/o beiDg treated by oee or moreBMPs, Wilh the exception ofresidenti~1 building roofs (5DS!' Section 3.03.4.A), Additional provisions apply 10 this a. required by the DBQ. Refer to the webs;t.; www.deo_!rtate_or_us/wah::rroundwnlu1I":hom!!l_nClTl.formore jnforniation. o 12lbetention pond. shall b. do~iJiElod tQ limit runoff'to pre-development rale. for the 2 through 25-yellJ' .10rm evenUl . , *ThJs form shall be included U$ un ~UtzChntenL, m.vidB thtlfront caver.l tlfthe ~tormwqter study As the engineer of~cord. I hertOby certify the a.bovl!I ~quired items are: complete and incll,ded with die subn)1~ed 6~trnwa.ter study and plan set ..1M:P.OP.TA.JVT, ENGINEER PLljASE BEAD BELOW #'ED SlOl'l' Signeture !J- Ji /'- I . I I'onn Ver';otl2; March 2004 n_.o:'~~L~l~~J. &Jt;A&.v J '\w\,l\;#olV '"''''''. APR 1 6 2009 Original Submittal E CASCACE ESCRDW 08/07/2008 SPRINGFIELD DIALYSIS LLC CIO PERSONAL AND CONFIDENTIAL 1200 HILYARD ST, SUITE 470 EUGENE, OR 97401 SELLER: MICHAEL CHAFRAN J2.UYER: SPRINGFIELD DIALYSIS LLC ESCROW NO: EU08-0968 PROPERTY ADDRESS: 270 Q STREET SP~GFIELD, OR 97477 In regards to the above mentioned transaction, we enclose herewith the following: !tOwner's Title Insurance Polic~ [,r6riginal recorded Deed [] [] [] [ ] Original recorded Power of Attorney You have been a valued customer and we appreciate the opportunity to be of service to you. If you have future title r and/or escrow needs, please give,us a call. . . SINCERELY, CASCADE ESCR )W ( ,I (>~\,' 'LD ~ ESCROW OFFICER Date Received: APR 1 5 2009 OTP Original Submittal MAIN OFFICE * 811 WILLAMETTE ST. * EUGENE, OREGON 97401 * PH: (541) 687-2233 FLORENCE * 1901 HIGHWAY 101 * FLORENCE, OREGON 97439 * PH: (541) 997-8417 EUGENE FAX: 485-0307 * Ii-MAIL: info@cascadetitle.com * FLORENCE FAX: 997-8246 @. Chicago Title InslJ,rance Com pany Of Oregon ,POLICY NO.: 0R2026-47-025844 1c2008.73306_75920438 OWNER'S POLICY OF TITLE INSURANCE Issued by. Chicago Title Insurance Company of Oregon Any notice of claim and any other notice or stateme,!-! in writing required, to be given the Company under this Policy must be given to the Company at the address shown in Section 18 of/he Condition~. COVERED RISKS. SUEJECTTO THE EXCLUSIONS FROMCOVERAGE, mE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE E, AND THE CONDITIONS. CHICAGO TITLE INSURANCE COMPANY OF OREGON, a Oregon corporation (the "Company") insures, as of Date of Policy and, to the extent stated in Covered Risks 9 and 10, after Daie of Policy, against loss or damage, not exceeding the Amount a/Insurance, sustained or incurred by the Insured by reason of I! 1. Title being vested other than as stated in 'Schedule A. 2. Any defect in or lien or encumbrance' on the Title._ This Covered Risk includes but is not limited to insurance against loss from (a) A defect inthe Title caused by" (i) forgery, fraud, undue injluen~_e, duress, incompetency, incapacity, or impersonation; (ii) failure of any person or Entity to have authorized a transfer or conveyance; (iii) a document affecting Title no/properly created, executed, witnessed, sealed, acknowledged, notarized, or delivered; (iv) failure to perform those -aets necessary to create a document by electronic means authorized by law; (v) a dociunent executed under afalsifted, expired, or otherwise invalid power of attorney; (vi) a document not properlyfiled; recorded, or indexed in the Public Records includingfailure to perform those acts by electronic means authorized by law; or (vii) a defective judicial or administrative proceeding. (b) The lien of real estate taxes or asse~sments imposed on the Title by a governmental authority due or payable, but unpaid. (c) Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. The term "encroachment'; includes encroachments of existing improvements located on the Land onto, adjoining land, and encro,achments onto the Land of . existing improvements located on adjoining land. 3. Unmarketable Title. 4. No right of access to andfrom the Land.!; . 5. The violation or enforcement of any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to :1 (a) the occupancy, use, or enjoyment ojthe Land; (b) the character, dimensions, or location of any improvement erected on the Land,' (c) the subdivision of land; or ' (d) environmental protection ifa notice, describing any part of the Land, is recorded in the Public Records settingforth the violation or intention to enforce, bui only to the extent of the violarion or enforcement referred to in that notice. 6. An enforcement action based on the exercise of a governmental police power not covered by Covered Risk 5 ifa notice of the enforcement action, describing any part of the Land, is recorded in the Public Records, but only to the extent of the enforcement referred to in that notice. 7. The exercise of the rights of eminent domain if a notice of the exercise, describing any part of the Land, is recorded in the Public Records. 8. Any taking by a governmental body that has occurred and is binding on the rights ofapurchaser for value without Knowledge. 9. Title being vested other than as stated Sclledule A or being defective (a) as a result of the avoidance in whol~ or in part, or from a court order providing an alternative remedy, of a transfer of all or any part of the title to or any interest in the Land occurring prior to the transaction vesting. Title as shown in Schedule A because that prior transfer coristituted afraudulent or preferential transfer under federal bankruptcy, state insolvencY, or similar creditors' rights laws; or . (7;) because the instrument oftratlSfer vesting Title as shown in Schedule A constitutes a preferential transfer under federal bankruptcy, state insolvency, or similar creditors' rights laws by reason of the failure of its recording in the Public Records (i) to be timely, or (ii) to impart notice of its existefu:e to a purchaser for value or to ajudgment or lien creditor. 10. Any defect in or lien or encumbrance on the Title or other matter included in Covered Risks 1 through 9 that has been created or attached or has beenfiled or recorded in the Public Records subsequent to Date ojPolicy andprior to the recording of the tjeed or other instrument of transfer in the Public Records that vests Title as sho";n in Schedule A. I, . '. The Companywilldlso pay the costs, attorneysYees, and expenses incurred in defense of any matter insured against by this Policy, but only to the extent provided in the Conditions. !; . IN WITNESS WHER~{JCAGO l1TL~RANCE COMPANY OF OREGON has caused this policy to be Signed and sealed by its duly authomed COfficers. d / / ' CH;CAGO TITLE INSURANCE COMPANy'OF OREGON ounterslgne . Authonzed Signatory ,~"':.:o:""" "' ~g;u) (uf)~ L 0R2026 0258441 Date Received: 6~;;;';;;;\.\1 (''' P.,,,,,, Cascade Title Company r >- ';'iJU' ~ lil t ATIEST; 811 Will.mette Street APR 1 6 2009 \;\.,.......~:~.f/ Eugene, OR 97401-3189 ',," . ;.0 I' -/ Tel:(541) 687-2233 Fax:(541) 485-0307 73306 (6106) , Original Submittal ~/j/J- St.>crctiU)' ALTA Owner's Policy (6117/06) TRANS SI TYPE IND INF, IND. CODE CODE CODE CODE CODE CODE REISSUE AMOUNT ORDER NO. POLICY NUMBER 0258441 73306-75920438 DA.TE OF POLICY MAY 30, 2008'AT 1:48 P.M. AMOUNT $220,000.00 PREMIUM $750.00 OWNERS POLICY 1111111111111111111111111111[111111111111111111 SCHEDULE A Order No,: 0258441 Policy No,: 73306-75920438 Amount of Insurance: $220,000.00 Premium: $7S0,OO Date of Policy: MAY 30: 2008 AT.1:48 P,M, 1. Name of Insured: SPRINGFIELD DIALYSIS LLC AN OREGON LIMITED LIABILITY COMPANY 2. The estate or interest in the land described or referred to in Schedule C and which . is covered by this ~olicy is: FEE SIMPLE 3. Title to the estate' or interest in the land referred to herein is at Date vested in: SPRINGFIELD DIALYSIS LLC AN OREGON LIMITED LIABILITY COMPANY 4. . The land referred tb in this Policy is descri,bed on the attached Schedule lien and made a part hereof. Date Received: APR 1 6 2009 . Original Submittal Page No.2 Order No. 0258441 Policy No, 73306-75920438 SCHEDULE B This policy does not insure against loss or damage '(and the Company will not p~y costs, attorney's fees or expepses) which arise by reason of the following: 1 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real p~operty or by the Public Records; proceedings by a public agency which may result in taxes or assessments, or notices of such 'proceedings, whether or not shown by the records of such agency or by the Public Records, 2. Facts, rights, interests or ~laims which are not shown by the Public Records but' which could be_asc~rtained by an inspection of the Land or 'by making inquiry of persons in possession there'of. " I 3. Easements,' or claims of easement, not shown by the Public Records; reservations or exceptions in pate~ts or in Acts authorizing the issuance thereof) water r.ights, claims or title ta"water. I' , 4. Any en~roachment, ~ncumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed. by an. accurate .and complete land survey of the Land, 5. Any lien, or right to a lien, for ~ervices, labor, material, equipment rental or workers compensati?n heretofore or hereafter fu~nished, imposed by law and not shown by the Public Records. 6. Power Transrnission;;line easement and right of way, including the terms and provisions thereof,' as granted to the City of Eugene, hy and through the Eugene Water Board, recorded'December 30, 1924, in Book 141, Page 521, Lane County Oregon Deed Records, and assigned to Pacific Power & Light Company, by instrument recorded " May 7, 1965, Reception No. 2458, Lane County Oregon Deed Records. " 7. Easement, including. the terms and provisions thereof, granted Pacific National Bell Telephone Company, recorded June 6, 1988, Rec.eption No. 8822249, Lane County Official Records. 8. Deed of Trust (Line of Credit), including the terms and provisions there9f, executed by Springfield Dialysis LLC, an Oregon limited liability company, to Cascade Title Co., :~Trustee, for the benefit of' Home~treet Bank, a Washington state chartered savings bank, Beneficiary, dated May 29, 2008, recorded May 30, 2008, Reception No. 2008~03'0384, Lane County Official Records, to secure payment of a note f6r $647,000.00, (Includes additional property) EUD OF SCHEDULE B Date ReceivEld: APR I 6 2009 Original Submittal I" Page No.3 Order No. 0258441 Policy No. 73306-75920438 SCHEDULE ltCI~.:" The land referred to in, the Policy is described as follows: Beginning at the int:::ersection of the East line of Second Street at the North line of the Mohawk County Road, said point being 1554.82 feet West and.30 feet. North of the Southeast corner of ,the Jacob Halstead Donation Land Claim No. 47, in Township 17 South, ~ange 3 West ;i,of th~ Willamette Meridian; running thence East 85 feet to the true point of begin~ing of th~ tract described herein; running thence North 130 feet; thence East 75 feet; thence South 130 feet to the North line of Mohawk Road; thence West 75 feet to the true point of beginning, in Lane County, Oregon. Date Received: APR 1 6 2009 Original Submittal EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorrieys' fees, or expenses that arise by reason 'of: 1. (a) Any law, ordinance, permit, or govemmen,~al regulation (including those relating to building and z.oning) restricting, re'gulating, prohibiting, or relating to (i) the occupancy. use, or enjoyment of the Land; (ii) the character, dimensions or location 'of any :"'1'''''' ~...wll.t erected on the Land; (iii) the subdivision of land; or (iv) environmental protection; or the effect of any violation ofthese laws, ordinances, or governmental regulations. This Exclusion lea) does not modify or limit the coverage provided under Covered Risk 5. " . (b) Any govenunental police power. This-Exclusion l(b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or,other matters: (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Comp~y by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured ~laimant; (d) attaching or created subsequent to Date o(Policy (however, this does not modify or limit the coverage provided under Covered Risk 9 and 10); or (e) resulting in loss or damage that wOuld not have been sustained if the Insured Claimant had paid value for the Title. 4. Any claim, by reason of the operation offederal,bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction vesting the Title as shown in Schedule A, is (a) a fraudulent conveyance or fraudulent transfer; or (b) a preferential transfer for any reason not. stated in Covered Ris~ 9 of this policy. 5, Any lien on the Title for rea! estate taxes or asses~ments imposed by governmental authority and created or attaching between Date of Policy and the date ofrecordingofthe deed or other instrument of transfer in the Public Records that vests.Title as shown in Schedule A. CONDITIONS I. DEFINITION OF TERMS The fol1owlng terms when used in this' policy mean: (a) "Amount oflnsurance": The amount stated in;Schedule A, as may be'increased or decreased by endorsement to this policy, increased by Section8(b), or decreased by Sections 10 and II of these Conditions. Ii (b) "Date'ofPolicy": The date designated as 'Da'teofPolicy" in Schedule A, (c) "Entity": A corporation, partnership, trust, limited liability company, or other similar legal entity. " (d) "Insured": The Insured named in Schedule ft:.! (i) The tenn "Insured" also includes (A) successors to the Title of the Insured by operation of law as distinguished from purchase, including heirs, ; devisees, survivors, personal representatives, or next of kin; (B) successors to an Insured by dissolution, merger, consolidation, distribution, or reorganization; (C) successors to an Insured by its conversion to another kind of Entity; (D) a grantee of an Insured under a deed delivered without payment of actual valuable ~onsideration conveying the Title (I) if the stock, shares, memberships, or other equity interests of the grantee are wholly.owned by the named Insured, (2) if the grantee wholly owns the n'amed Insured, (3) if the grantee is wholly.owned by an affiliated Entity of the named Insured, provided the affiliated Entity and the named Insured are both whoily.owned by the same person or Entity, or (4) if the grantee is a trustee or beneficiary of a trust created by a written instrument established by the Insured named in Schedule A for estate planning purposes. 'I (ii) With regard to (A); (B), (C), and (D) reserving; however, all rights and defenses as to any successor that the Company would have had against any predecessor Insured. tl (e) "Insured Claimant": An Iilsured claiming loss or damage. (f) "Knowledge" or "Known": Actual knowledge, not constructive knowledge or notice that may be imputed to an Insured by reason of the Public Records or any other records that impart constructive notice of matters affecting the Title, (g) "land": The land described in Schedule A, and affIxed improvements that by law constitute real property. The tenn "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys,-Ianes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is insured by this policy. " (h) "Mortgage": Mortgage, deed of trust, trust deed, or other security instrument, including one evidenced by electronic means authorized by law. (i) "Public Records": Records established under'state statutes at Date of Policy for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. With respect to Covered Risk 5(d), "Public Records" shall also include environmental protection liens filed in the records of the clerk of the United States District Court for the district whe're the Land is located. U) "Title~': The estate or interest described in Schedule A. (k) "Unmarketable Title": Title affected by an all~ged or apparent matter that would permit a prospective purchaser or lessee of the Title or lender on the Title to be released 73306 (6/06) from the obligation to purchase, lease, or lend if there is a_contractual condition requiring the delivery of marketable title. 2. CONTINUATION OF INSURANCE The coverage of this policy shall continue in force as of Date of Policy in favor of an Insured, but only' so long as the Insured retains an estate or interest in the Land, o'r holds an obliga~on secured by a purchase money Mortgage given by a purchaser from the Insured, or only so long as the In~ured shall have liability by reason of warranties in any transfer or conveyance of the Title. This policy shall not continue in force in favorof any purchaser from the Insured of either (i) an estate or interest in the Land, or (ii) an obligation secured by a purchase money Mortgage given to the Insured. 3. NOTICE OF CLAIM TO BE GIVEN BY INSURED CLAIMANT The Insured shall notify the Company promptly in writing (i) in case of any litigation as set forth in Section 5(a) of these Conditions, (ii) in case Knowledge shall come to an Insured hereunder of any claim ohitle or interest that is adverse to the Title, as insured, and that might cause loss or damage for which the Company may be tiable by virtue of this policy, or (iii) if the Title, as insured, is rejected as Unmarketable Title. If the Company is prejudiced by the failure of the Insured Claimant to provide prompt notice, the Company's liability to the'Insured Claimant under the policy shall be reduced to the extent of the prejudice. 4. PROOF OF LOSS In the event the Company is unable to detennine the amount of loss or damage, the Company may, at its op~ion, require as a condition of payment that the Insured Claimant furnish a signed proof of loss. The proof of loss must describe the defect, lien, encumbrance, or other matter insured against by this policy that constitUtes the basis of loss ~r damage and shall state; to the extent possible, the basis of calculating the amount of the loss or damage. 5, DEFENSE'AND PROSECUTION OF ACTIONS (a) Upon written reques~ by the Insured, and subject to the options contained in Section 7 of these Conditions, the Company, at its own cost and without unreaSonable delay, shall provide for the defense ofan Insured jn litigation in which any third party asserts a claim covered by this policy adverse to the Insured. This obligation is limited to only those s~ted causes of action alleging matters'insured against by this policy. The Company shall have the right to select counsel of its choice (subject to the right of the Insured to object for reasonable cause) to represent the Insured as to those stated causes of action; It shall not be liable for and will not pay the fees of any other counsel: The Company will not pay any fees, costs, or"expenses incurred by the Insured in the defense of those causes of action that allege matters not insured against by this policy. (b) The Company shall have the right, in addition to the options contained in Section 7 of these Conditions, at its own cost, to institute and prosecute any action or proceeding or to do any other act that in its opinion may be necessary or desirable to establish the Title; as insured, or to prevent or reduce loss or damage to the Insured. The Company may take any appropriate action under the t~rms afthis policy, whether or not it shall be liable to the Insured. The exercise of these rights shalt not be an admission of liability or waiver of any provision of this policy. If the Company exercises its rights under this subsection, it must do so diligently. (c) Whenever~e Company brings an a~tion or asserts a defense as required or permitted by this pqllcfllhE.CQrilPiny;fiiay;pG?sQ 'the litigation to a final determination by a court of competent jurisdiction, and it expressly reserves the right, in its sole discretion; to appeal from any adverse judgment or order. APR 1 6 2009 ALTAO~,M,1''Y(6117/06) Oriainal Submittal ".- Date Received: APR 1 6 2009 Original Submittal In the event any provision of this policy, in whole or'in part, is held iilValid or unenforceable wider applicable law, the policy shall be deemed not to include that provision or such part held to be invalid, but all other proyisionssha!J remain in full force and effect 17. CHOICE OF LAW; FORUM (a) Choice of Law: The Insured acknowledges the Company has underwritten the risks covered by this policy and determined the premium charged therefor in reliance upon the law affecting interests in real property and: applicable to the interpretation, rights, remedies, or enforcement of policies oftitle insurance of the jurisdiction where the Land is located. Therefore, the court or an arbitratorshallapply the law of the jurisdiction where the Land is located to determine the validity of claims agaijlst the Title that are adverse to the 73306(6106) Insured and to interpret and enforce the terms of this policy. In neither case shall the court or arb.itrator apply its conflicts of law principles to determine the applicable law. . (b) Choice of Forum: Any litigation or other proceeding brought by the Insured against the Company must be filed only ina state or federal court within the United States of America odtS territories having appropriate jurisdiction. IS, NOTICES, WHERE SENT Any notice of claim and any other notice or statement in writing required to be given to the Company under this policy must be given to the Company at Chicago Title Insurance Company Of Oregon, Attn: Claims Department, P. O. Box 45023, Jacksonville, Florida 32232.5023. . Date Received: APR I 6 2G09 Original Submittal ALTA Owner's Policy (6117/06) (j) , ~ETURN TO CASCADE TITLE CO. . . -- CASCADE TITL.E CD. Division of Chief Deputy Clerk Lane County Deeds and Records lIWlIJW~ll~~WWWlJLijl~1111II11111 RPR-DEED Cnt=1 Stn_-1 05/3012008 01 :48: 14 PM CASHIER 02 $5.00 $11.00 $10.00 ~008.0JOJ8J $26,00 TITLE NO. 0258441Mb ESCROW NO, EU08-0968 TAX ACCT, NO, 0218758 MAP/TAXLOTNO, 17032624#1500 WARRANTY DEED -- STATUTORY FORM MICHAEL CHAFRAN, Grantor, conveys and warrants to SPRINGFIELD DIALYSIS LLC, an Oregon Limited Liability Company, Grantee, the following described real property free of encumbrances except as specifically set forth berein: Beginning at the intersection of the East line of Second Street at the North line of the Mohawk County Road, said point being 1554.82 feet West and 30 feet North of the Southeast comer of the Jacob Halstead Donation Land Claim No. 47, in Township 17 South, Range 3 West of the Willamette Meridian; running thence East 85 feet to the true point of beginning ofthe tract described herein; running thence North 130 feet; thence East 75 feet; thence South 130 feet to the North line of Mohawk Road; thence West 75 feet to the true point o.fbeginning, in Lane County, Oregon. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY THAT THE UNIT OF LAND BEING TRANSFERRED.1S A LA WFULL Y ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS 92.010 OR 215.010, TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES, AS DEFINED IN ORS 30.930, AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 195.300,195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007. . Except the following encumbr~nces: Covenants, Conditions, Restrictions and Easements of record. The true consideration for this conveyance is $220,000.00 Dated this . zq-tL_ day 0[: l\Al1L1 . 2.00 8; /1.~ / MICHAEL CHAFRA~ State of Oregon County of L.."-"':\L- This instrument was acknowledged before me on . ~ A Cltj 1.ct ,2008 by MICHAEL CHAFRAN. OFFICIAL SEAL MELISSA BUTTERFIELD NOTARY PUBLIC - OREGON, COMMISSION NO. 396222 MY COMMISSION EXPIRES SEPTEMBER 1.6, 2009 , \\Mhle;~ . (Nota -.ohc lOr uregon) My commissio e pires a,lln.(\q MICHAEL CHAFRAN 1574 COBURG ROAD #161 EUGENE, OR 97401 GRANTOR'S NAME AND,ADDRESS Until a change is requested all tax statements shall be sent to the following address: '''SAME AS GRANTEE'" SPRINGFIELD DIALYSIS LLC CIO PERSONAL AND CONFIDENTIAL 1200 HILYARD ST, SUITE 470 EUGENE, OR 97401 GRANTEE'S NAME AND .ADDRESS After recording return to: CASCADE TITLE CO. 8 Il WILLAMETTE EUGENE, OR 97401 Date Received: WRD APR 1 6 2009: Original SubmltU' I i:; - 11111111111111111111111111111111111111111111, ;;-mu CASCADE TITLE CO, PRELIMINARY TITLE REPORT CASCADE ESCROH ATTN: MELISSA BUTTERFIELD 811 'nLLAJ~ETTE STREET EUGENE, OR 97401 April 07, 2008 Report No: 0258441 Your No: EU08-0968 Seller, CHAFRAN Buyer, PURVIS PRELIMINARY REPORT FOR, Owner1s Standard Policy' $220,000.00 PREmU~lS , Owner~s Standard Premium: Government Service Fee: $750.00 $25.00 We are prepared to issue 2006 (6/17/05) ~LTA title insurance policy(ies) of CHICAGO TITLE It,JSURJI.NCECOME:Al\lY of O,R,EGON, in the usual form insuring the title to the land described as follows: Beginning at the intersection of the East line' of Second Stre~t at the North line of the HOhawk County Road, said point being 1554 ,;82 feet Hest and 30 feet North of the Southeast corner of the Jacob Halstead Donation Land Claim No. 47, ip To~nship 17 South, Range.3 West of the Wi11amette Meridian; running thence East 85 feet to. the true point of beginning of the trac.t de-scribed herein; running thence North 130 feet; thence Eas't 75 feet; thence South 130 feet to the North line of J/loha\.Jk Road; thence West 75 feet to the true point of beginning, in Lane County, Ol"egon. Vestee: rnCHAEL 'CHAFRAN . . ' D,O_TED P,S OF, MARCH 27,. 2008 P,T S,OO A.J4, Schedule B of the policy (ies) to be issued wi)l contain the follovdng general and special exceptions unless remo~red prior to issuance: GENER.JI.L EXCEPTIONS (Standard Coverage Policy Exceptions) : 1. Tazes or assessments which are nct shown as existing liens by the records of. any taxing authority that levies taxes or assessments on real property or by the Public Records; proceedings by a p'ublic agency vrhich may resul t in taxes O~- assessments, or notices of such proceedings f -whether or not shown by the records of such agency or by the Public Records. 2, Facts, rights, interests or claims which are not shm-m by the Public Records but v..'hich could be ascertained by an inspection-of the Land or by making inquiry of persons in possession thereo~, No liabilily is assumed herellnder IIl1lil polic)' has beell isslled alldrilll policy premillm has beell paid. MAIN OFFICE' 811 WILLAMETTE ST. . EUGENE, OREGON 9740r' PH, (541)Ds.:!l~eAi~~ceived: FLORENCE * 1901 HWY 101 - S. 2 . FLORENCE, OREGON 97439 ... PH: (541) 997-8417 EUGENE FAX: 485-0307 * E-MAIL: info@cascadetit1e.com * FLORENCE FAX: 997-8246 APR 1 6 2009 Original Submittal L\ '. Order No. Page 2 02S84H 3. E~sements, or claims of easement, not ,shm\'n by".the Public Records; reservat'ions-or exceptions in patents or in Acts authorizing the issuance thereof; ~\Tater rights, claim"s or title to water. ~_ fu1Y encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. 5. p.ny lien, or right to"a lien, for services, labor I matet-ial, equipment rental or '~lorkers compensatiqn heretofore or hereafter furnished, imposed by law and not sho~n by the Public Records. SPECIAL EXCEPTIONS, :N Taxes, Account No. 0218758, Assessor's Map No. 17 03 26 2 4, #1500, Code 19-00, 2007-2008, a balanc.e due of $604.38, (Tax was $1,813.15) 7. Power Transmission line easement, including the ternfs and provisions thereof, as granted to Pacific'Po\.,rer'& Light Company, by instrument recorded l.JJay 7, 1965, Reception No_ 2458, Lane' ~o~nty Orego~ Dee? Records; 8. Easement, including th'e. terms and pl.ovisions thereof I granted Pacific National Bell Telephone Company, recorded June 6, 1988, Reception No. -8822249, Lane County Official Records. NOTE: The property address as sho~~ on the Assessor's Roll is: 270 Q Stl.-eet Springfield, OR 97477 NOTE: ]l.s of the date hereof, there are no matters against f'0T PURVIS, which would ..::.ppear as exceptions int~e policy to issue, except-as shown herein. NOTE: According to the"public record, the following deed(s) affecting the property herein described have been reco~ded \t,;ithin 24 months of the effective date of this report: tJONE NOTE: The policy to be issued may contain an arbitration clause, When the Amount.or Insurance is l'ess t'han the amount,' .if any, set forth in the arbitration clause, all arbitrable matters shall-be arbitrated at the option of either the Company or the Insured as the e):c1usive remedy of tbe parties, Date Received: APR 1 6 2009 Original Submittal c", Order No_ 0258441 Page 3 This l.-eport is preliminary" to the {ssuance of a policy. or title insurance and shalt becani"e- null and'void unless a'!policy is issued and the full premium paid, Cascade Title Co. (<~? By' kd: Title Officer: DOUG PIERCE cc, CM~PBELL COMMERCIAL REAL ESTATE ATTN, TI!~ CM.\PBcL,L / SUZ~,NNE KINTZLEY 859 WILLANETTE STREET, SUITE 320 EUGENE, OR 97401 cc, MICHAEL CHAFRAN 1574 COBURG RO~D #161 EUGENE, OR 97401 Date Received: APR 1 6 2009 Original Submittal ,~ , , , , , '. , '. " '. , " , , " , " :::J " , "- " "- , J " \$ j , , , "- "- , , , "- , "- , , , " , , " , , i '. " '. " '. " 0' ZI, " C\.I: <00 f - "'-- 1000 0 1.24 AC, 6 a) , '" r IT' - {2 0 "l 0 0 ..; < I. '1- u' '=<,uu"<:O - _v ~ D" c..;. L THIS MAP IS TO ASS!S '~CX'!ur; PROPERTY THE CO/,j?." "::JI,IE~, NO LIABILITY FOR 1I1;':":TS " .. r '6.eQ'SB 4", "'- 300.0 '0 Iii 'e 1100 \ ---- --- '" N ./'1 / /6i) . -J- :2.5: STRIP. '" N '" I>' ~ .; . I 1'-- J.<.<.P 1200 f6Q --I :::J . I :J ~, 137.5 ~ 1300 /2z. '1 .1400 ~ f> "1 1 ~ 8 '''''' &,5" 7""' 1501 1500 * () ~ ff) , \ 0" . \- '.... ~MONUl..1e:,.",. r-4.O.1 7.F'" '0 . Q --- 140' 1600 y r\ "' "1 j';jO~ -:-- -- /40' :::;.;~~ :1eceived: APR 1 6 2009 I"'Irinin,,1 ~llhlJ1ittal .!. , Ii '=rI CASCADE 'TITLE :, CD. CASCADE . EXCHANGE SERVICES, INC, , . CASCADE ESCROW DR. MAT PURVIS (PERSONAL AND CONFIDENTIAL) 1200 HILYARD STREET, SUITE 470 EUGENE. OR 97401 FEBRUARY 13, 2008 RE: PRELIMINARY TITLE REPORT THE ATTACHED PRELIMINARY TITLE REPORT HAS BEEN AM ENDED OR UPDATEo'AS INDICATED. ITS ACCURACY IS IMPORTANT SO PLEASE REVIEW THE UPDATED INFORMATION. IN ADDITION TO ASSISTING YOU THROUGHOUT YOUR TRANSACTIO!"!' YOUR ESCROW OFFICER AND TITLE OFFICER ARE AVAILABLE TO ADDRESS YOUR QUESTIONS AND CONCERNS REGARDING THE PRELIMINARY TITLE REPORT AND YOUR PENDING ESCROW, SINCERELY, . ./ 3'0 cf e S \ k ~ ~ "L~~ CASCADE TITLE CO. Date Received: APR 1 6 2009 Original Submittal .' 811 Willamette Street. Eugene, Oregon 97401 phone: (541) 687-2233 . fax: (541) 485-0307. email: info@cascadetitle.com 1901 Hwy 101 - Suite 2 . Florence, Oregon 97439 phone: (541) 997-84,17. fax: (541) 997-8246 . email: florence@cascadetitle.com 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIImu """""'" :G CASCADE TITLE CO, PRELIMINARY TITLE REPORT 2ND SUPPLEMENTAL CASCADE ESCROW ATTN: MELISSA BUTTERFIELD 811 WILLAMETTE STREET EUGENE,. OR 97401 February 13 ,2008 Report No: 0256107 Your No: EU07-2374 Seller: STAIHAR TRUST Buyer: SPRINGFIELD DIALYSIS, LLC PRELIMINARY REPORT FOR: Owner's Standard Policy ALTA Comm. Ext, Policy (SIMUL) $806,750.00 $427,000.00 PREMIUMS: O~'mer' s Standard 'Premium: ALTA Comm. Ext. Premium:. (SIMUL) ALTA Endorsement: (209 & 59) Contiguity Endorsement: (751 Street Assessm~nt Etidorsement: (20~) Access Endorsement: (80) Variable Rate Endorsement: (206) Elim. Cred,' Rights Endorsement: (44) Government Service Fee': $1,811.00 $461.00 $100.00 $75.00 $50.00 $50'.00 $50.00 $200.00 $25.00 We are prepared to issue 2006 (6117106) ALTA title insurance policy(iesl of CHICAGO TITLE INSURANCE COMPANY of OREGON, in the usual form insuring the title to the land described as follows: ' A T T A C H E D 1 Vestee: MIKE STAIHAR, as Trust'ee of the Declaration of Trust known as the MIKE STAIHAR TRUST, dated March 13, 19'95 DATED AS OF: FEBRUARY 5,' 2008 AT 8:00 A.M, Schedule B of the polic~,(ies) to be issued will 'contain the following general. and special exceptions unle~s removed ~rior to issuance: GENERAL EXCEPTIONS (Stahdar~ Coverage Policy Exceptions) 1. Taxes or assessments which, are not shown as existing liens by the records of any taxing authority th~t levies taxes or assessments on real property or by 'the Public .Records; pro~eedings by a public agency which may result in taxes or assessments, or not~ces of such proceedings, .whether or not shown by the records . of such agency or by the Public Records. No liability is assumed hereunder w1Iil policy has been issued and full policy premium has been paid MAIN OFFICE' 811 WI~LAMETTE ST. . EUGENE, OREGON 97401' PH: (~t~iRE:2~f3'~ved: FLORENCE . 1901 HWY 101 - S. 2 . FLORENCE, OREGON 97439 . PH: (541) 997-8417 EUGENE FAX: 485-0307' E-MAIL: info@cascadetitle.com'FLORENCEFAX:997,824'1.609 . APR I b U Original Submittal . " Order No. Page 2. 0256107 2. Facts, rights, interests or claims which are not shown by the Public Records but which could be ascertained by an inspection of .the Land. or by making inquiry of persons in possessibn thereof. 3. Eas.ements, or claims of easement, not shown by the Public Recordsj reservations or ex~eptions in patents or in Acts authorizing the issuance thereof; water rights, claims or t~tle to water. 4. Any "encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land.' 5. Any lien, or right to a lien, for services, labor, material, equipment rental or workers compensation heretofore or hereafter furnished,' imposed by law and not shown by' the Public:' Records. SPECIAL EXCEPTIONS: 6. Right of way, including the terms and provisions thereof, granted the City of Eugene, a municipal:: corporation, by and through the Eugene Water. Boar,d, recorded August 2, 1926, in Book 150;, Page 149, Lane County Oregon Deed Records. . The interest -of the City of Eugene has been assigned to Pacific Power and Light Company, by Assignment recorded May 7, 1965, Reception No. 2458, L~n~ County Oregon Deed Records. 7. Ea'?ement, including~: the terms and provisions thereof, granted to Pacific Northwest Bell Telephone Company, a Washington Corporation, its successors and assigns, by instrument recorded July 27, 1998, Reel No. 1526, Reception No. 8830182, Lane County Official Records, 8. The terms, provisio~s, rights of the beneficiaries, and powers of the Trustee " under the Mike Staihar Trust, dated March 13, 1995, and any amendments thereto, under which the vestee herein holds title. A copy of the trust agreement or an adequate Certification of Trust must be furnished for our examination. NOTE: The property address as shown on the Assessor's Roll is: 304 Q Street Spnngfield, OR 9:7477 " NOTE: Taxes, Account No;. 0218774, Assessor's Map No: 17 03 26 2 4, #1600, Code 19-00, 2007-2008, in the amount,;of $1,138.37, PAID IN FULL. NOTE: As of the date heteof, there are no matters against SPRINGFIELD DIALYSIS, LLC, which would appear as ex~eptions in the .policy to issue, except as shown herein. NOTE: According to the pubiic record, the following deed(s) affecting the property herein described have be~n recorded within 24 mo~ths of the effective date of this report: NONE NOTE: This report is being supplemented to update sales price, loan amount and to remove Parcel 2. NOTE: The policy to be ~ssued may contain an arbitration clause. When the Amount of Insurance is less than t~e amount, if' any, set forth in the arbitration clause, all arbitrable matters shall ,be arbitrated at th~ option of either the C~a~rqr the d Insured as the exclusive'remedy of the parties. u8te ~ecelve : APR 1 : 2009 Original Submittal ). Order No. 0256107 Page 3 This report is preliminary to the issuance of a policy of title insurance and shall become null and void un~ess a policy is issued and .~he full premium paid. Cascade Title Co. Vt By, kd,. Title Officer, KURT BEATY , I, cc, CN~PBELL COMMERCIAL REAL ESTATE ATTN, ,TIM/SUZANNE- 859 WILLN~ETTE STREET, SUITE 320 EUGENE, OR 9740l cc, NICK STAIHAR lllO VIRGINIA AVENUE MOSCOW, ID 83843 cc, DR. MAT PURVIS (PERSONAL AND CONFIDENTIAL) l200 HILYARD STREET, SUITE 470 EUGENE, OR 9740l cc, HOMESTREET CAPITAL ATTN, BARBARA NOJI' E-MAIL, BARB.NOJI@HOMESTREET.COM Date Received: APR 1 6 2009 Original Submittal , , Order No. Page 4 0256107 PROPERTY DESCRIPTION Beginning at a p~int 1254~82 feet West and 30 feet North of the Southeast corner of J. Halstead and Wife Donation Land Claim No. 47, in Section 26, Township '17 South, Range 3 West of the Willamett~ Meridian; and running thence West along the North line of Mohawk Road (Q Street) 140 feet; thence North 312.50 feet thence East 140 feet; thence South 312.50 feet to the point of beg~nning, in Lane County I . Oregon.. 'I. , Date Received: APR 1 6 2009 Original Submittal .~ \. --. E CASCADE ESCRDW . 04/04/2008 SPRINGFIELD DIALYSIS LLC 1200 HILYARD STREET, STE470 EUGENE, OR 97401 SELLER: THE DECLARATIO!'l OF TRUST KNOWN AS THE MIKE STAIHAR TRUST, DATED MARCH 13, 1995 BUYER: SPRINGFIELD DIALYSIS LLC' ESCROW NO: EU07-2374" ' PROPERTY ADDRESS: 304 Q STREET SPRINGFIELD, OR 'I DEAR DR. PURVIS . ~ In regards to the above mentioned transaction, we enclose herewith the following: 'il Owner's Title Insurance Polity ~riginal recorded Deed [] Original recorded Power of Attorney , [] [] [] You have been a valued custom~r and we appreciate the opportunity to be.afservice to you. If you have future title and/or escrow needs, please giv~ us a call. ROW OTP Date Received: APR 1 6 2009 Original Submittal MAIN OFFICE' 811 WILLAMETTE ST. . EUGENE, OREGON 97401 . PH: (541) 687-2233 FLORENCE . 1901 HIGHWAY 101 . FLORENCE, OREGON 97439' PH: (541),997-8417 EUGENE FAX: 485-0307 . E-MAIL: info@cascadetitle.com . FLORENCE FAX: 997-8246 I! < @. Chic;tgo- Title Insu .nce Company Of Oregon POLICY NO.: 0R2026-47-0256107-2008.73306-75464309 OWNER'S POLICY OF TITLE INSURANCE Issued by . . Chicago Title Insurance CompafiyojOregon Any notice of claim and any other notice or statement in writing required to be given the Company under this Policy must be given to the Company at the address shown in Section 18 of the Conditions. , COVERED RISKS SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B, AND THE CONDITIONS, CHICAGO TITLE INSURANCE COMPANY OF OREGON, a Oregon corporalion (Ihe "Company") insures, as of Dale of Poiicy and, 10 Ihe exlenl slaled in Covered Risks 9 and 10, after Dale oj Policy, againslloss or damage, not exceeding the Amount oJlnsurance, sustained or incurred by the Insured by reason of J. Tille being vesled other than as stated in Schedule A. 2. Any defect in or lien or encumbrance on the Title. This Covered Risk includes but is not llinited to insurance against lossfrom (a) A defed in the Title caused by I (i) forgery,fraud, undue influence, duress, incompetency, incapacity, or impersonation; (ii) failure of any person or Entity to have authorized a transfer or conveyance; (iii) a document affecting Title not properly created, executed, witnessed, sealed, acknowledged, notari=ed, or delivered; (tv) failure to perform those acts necessary to crea!e a document by el~ctronic means authorized by law; (v) a document executed under afalsifted. expired, or otherwise invalid power of attorney; . (vi) a document not properly filed, recorded, or indexed in the Public Records including failure to perform those acts by electronic means authori=ed by law; or (vii) _a defective judicial or administrative proceeding (b) The lien of real estate taxes or asses~!1Xents imposed on the Title by a governmental authority dlfe or payable, but unpaid. (c) Any encroachment, encumbrance, violatIOn, variation, or adverse circumstance affecting the,Title that would be disclosed by an accurate and complete land survey of the Land: The term "encroachment" includes encroachments of existing improvements located on the Land onlo adjoining land, and encroachments Onto the Land of existing improvements located on adjoining land. 3. Unmarketable Tille. ' 4. No right of access to andfrom the Land. :: 5. The violation or enforcement of any law,wrdinance, permit, or governmental regula/ion (including those relating to building and zoning) restricting, ;egzdati. prohibiting, pr relating to :! (a) the occupancy, use, or enjoyment of the Land; (b) the character, dimensions, or lacatio~ of any improvement erected on the Land; (c) the subdivision of land; or. (d) environmental protection if a notice, describing any part afthe Land, is recorded in the Public Recor4s setlingforth the violation or intention to enforce, but only to the extent of the violqtion or enforcement referred to in that notice. II. . . 6. An enforcement action based on the exercise of a governmental police power not covered by Covered Risk 5 ifa notice of the enforcementaciion, describing any part of the Land, is recorded in the Public Records, b~t only to the extent of the enforcement referred to in that notice. 7. The exercise of the rights of eminent domain ifa notice of the exercise, describing any part of the Land, is recorded in the Public Records, 8. Any taking by a governme~tal body that h~f occurred and is binding-on the rights of dpurchaser for value without Knowledge. 9. Title being vested other than as stated Schedule A or bei'!-g defective (a) as a result of the avoidance in whole or in part, or from a court order providing an alternative remedy, of a transfer of all or any part of the title to or any interest in the Land occurring prior to the trans(xtion vesting Tille as shown in Schedule A because that prior transfer constituted afraudulent or preferential transfer under federal bankruptcy, slale insolvency, 'pI' similar creditors' rights laws: or (b) because the instrument of transfer vesting Title as shown in Schedule A constitutes a preferential transfer under federal bankruptcy. state insolvency, or similar creditors' rights laws by reason of the failure of its recording in the Public Records (i) to be timely, or (ii) to impart notice of its existence 'to a'purchaser for value or to ajudgmentor lien creditor. iO. Any defect in or lien or encumbrance on th~:Title or other maller included in Covered Risks 1 through 9 that has been created or attached or has beenfiledor recOl_..:d in the Public Records subsequent to Date of P,olicy and prior to the recording of the aeed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. ' The Company will also pay the costs, attorneys 'fees, and expenses incurred in deJense oj any matter insured against py this Policy, but only to the extent provided in the Conditions. ;1 m wnN= 'H"'~~;~eo '/"~a WM"~ OF OmeON._ "",' '"" H"'.'" ",., '"' "",,;,. "', ,"'"'_, officers / CHICAGO TITLE INSURANCE COMPANY OF OREGON Countersigned Authorized Signatory APR 1 6 2009 .~~~~~~::~~:'~\;r~" (,;,f~?~:;~} ," (I~m) Np);~ L l'n:\i.l~!ll 0R2026 0256107 Cascade Title Company 811 Willamette Street Eugene, OR 97401-3189c Tel:(541) 687-2233 Fax:(54!) 485-0307 73306(6/06) Date Received: ATrEyr. Original submittal J,w c II SccfClury ALTA Owner's Policy (6/]7/06) TRANS SI TYPE IND INF. IND COD'];: CODE CODE CODE CODE CODE REISSUE AMOUNT ORDER NO, POLICY NUMBER 0256107 73306-75464309 DATE OF POLICY FEBRUARY 22, 2008, AT 3:48 PM AMOUNT $806,750.00 PREMIUM $1,811. 00 OWNERS POLICY 111111111111 11111 11111 1111111111 11111 1111 1IIIla SCHEDULE A Order No.: 0256107 Policy No.: 73306-75464309 Amount of.Insurance: $806,750.00 Premium: $1,811.00 Date of Policy: FEBRUARY 22, 2008, AT 3:48 PM , I. Name of Insured: SPRINGFIELD DIALYSIS, LLC AN OREGON LIMITED LIABILITY COMPANY 2. .The estate or interest in the land des.cribed or referred to in Schedule C and which is covered by this policy is: Fee Simple' 3. Title to the estate,or interest in the land referred to herein is at Date vested in: SPRINGFIELD DIALYSIS, LLC AN OREGON LIMITED LIABILITY COMPANY 4. The land referred to in .this Policy is described on the attached Schedule Ilctl and, made a part hereof. i,1 Date Received: APR 1 6 2009 Original Submittal Page No.2 Order No, 0256107 Policy No, 73306-75464309 , SCHEDULE B This policy does not insure against loss or damage (and the Company will not pay costs, attorneyl s fees or expe'rtses) which arise by reason of the ,following: .j 1. Taxes or assessments which are not shown as ex~sting liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; proceedings by a public agency which may result in taxes or assessments, or notices of suchil proceedings, whether or not shown by the records of such agency 'or by the P~blic R~cords. 2. Facts, rights, int~rests.or claims which are not shown by the Public Records but which could be asc~rtained by an inspection of the Land or by making inquiry of persons in possession thereof. , " 3. Easements, or claims of easement, not shown by the Public Records; reservations or exceptions. in patehts or in Acts authorizing the issuance thereof; water rights, claims or title toi~water. 4. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. , , 5. Any lien, or right4to a lien, for services, labor, material, equipment rental or workers compensation heretofore or hereafter furnished, imposed by law and not , , shown by the Pub11c Records. ., !I . 6. Right of way, including the terms and provisio~s thereof, .granted the City of Eugene, a municipal corporation, by and through the Eugene Water Board, recorded August 2, 1926, in Book 150, Page 149, Lane County Oregon Deed Records. The interes21 of the City of Eugene has been assigned to Pacific Power and Light Company, by Assignment recorded May 7, 1965, Reception No, 2458, Lane County Oregon Deed Record~. 7. Easement, including the terms and provisions thereof, granted to Pacific Northwest Bell Telephone Company, a Washington Corporation, its successors and ass{gns, by instrument recorded July 27, 1998, Reel No. 1526, Reception No. 8830182, Lane County Official Retords. " 8. Deed of Trust (Line of Credit), including the terms and provisions thereof, execut~d by Spring~ield Dialysis LLC,.an Oregon limited liability company, to, Cascade Title CO.,'Trustee, for the benefit of HorneStreet Bank, a Washington state char~ered savings 9ank, Beneficiary, 'dated February 20, 2008, recorded February 22, 2008, Reception No, 2008-010055, Lane County Official Records, to secure payment of a note for $427,000,00. END OF SCHEDULE B Date Received: APR 1 6 2009 Original Submittal Page No.3 if Order No. 0256107 Policy No. 73306-75464309 SCHEDULE IlCII,...'~ . The land referred to in: the Policy is described as follows: Beginning at a point:' 1254.82 feet West and 30 feet North of the Southeast corner of J. Halstead and Wife\Donation Land Claim No. 47, in S~Gtion 26, Township 17 South, Range 3 West of the Willamette Meridian; and runnirig thence West along the North line of Mohawk Road ,'(Q Str~et) 140 feet; thence North 312.50 feet thence East 140 feet; thence South 3~~2. 50 feet to the point of beginning f _in Lane County 1 Oregon. " Date Received: APR 1 6 2009 Original Submittal '! 900 ,. , , , ~ , , , - 'J. 3000 , ;:;, in-03-ZCo-24 & ~.'i '" ~~ \0 , ~ .'- THIS MAP IS TO ASSIt;T lOCATING \ , , PROPERTY, THE COMPANY ASSUMES , . , , " , NO LIABILITY FOR INACCURACIES, , " 2900 , :;, , " " , '" , ~" J06' L><i ~ -~:- "- , (~.~ ('~~, i~',,'T.';- 'PU8LIC- ROAD . .- , 'N , j . , ~ .; ~ I J___ I<.~ . IT- '1 '" ~ , ..., 0 Z C\J 8 s,e~c~~."" . '0 6 " 1000. 1.24,AC. q 0', !ll~ - ..; , . ~ - .~ o . o o '" 2800 , w r ~ ;2 0 '" 0 o " -<'&.:P..:92' 'O.aq~SB'<1."';,'.W_ 300.0 'a '" 'e. f ii- . :..~ ~ 0\ . , ,", .- t: 'f:f"? !(' -t~ . '" .' N' 2703 1100 ~ ------- " N - - -:-,I!-I- l - - -160 i: 1,5' STRIP .' '" '" '" " /41)" " 268.82" i ,t. 111I I ~- RB; s;ee 1400 ~ "1 '" , "1 '-i 11'7\ -" " "}Bet " " " .f! Sf SUPPLI 1: MAP :"'NO~ A=-f / ' '/ f.'~~' ~ EAST IOO"~' ~ /. .~~_~6_411 :1:1 ..,"_ l b; P 2 1;;:1 I'" . b, I ~...I-L-':_LLL$--$ j', I , 1702 :: i"[ a 0.38 AC, U :; s, C!. I-... I t-.-~ 3 ~ t~ ...-f: j"x 5 Ci?l,~ II I ~ ~ )~&:30 ~ i f:@ rf.J0f~ $,35575 :- i :f, if(j;1J'\:,J), , ,P..l, ~ '''-., I \ EAST 1 00' ~") l EA, 3Z3$' _ Date ReceIved: 1200 1600 ~ ~ furu...\ i ~ or, o - , , I, S D ~ 1700 t h\ 1. i&.Q' (r ~ 1300 --I ~ , I ~ ~I 137.5 IZz. ICo<> , , " --74C;---- ~ '" d'S' N" 1501 1'500 ~ () H' " ~ , <00 ~ B~' "L.. .0 ': 7.f" 'MONU"-1€""''' 1"40,1 - - -f-- /40' Q JJ'p<~ 1 6 2009 Original Submittal EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of; l. (a) Any law, ordinance, permit, or govemment~l regulation (including those relating to building and zo~ing) restricting, regulating, prohibiting, or relating to (i) the occupancy, use, or enjoyment ofthe Land; - (ii) the character, dimensions or location'of any improvement erected on the Land; . (iii) the subdivision. of land; or ~ (iv) environmental protection; 'i or the effect of any violation of these laws; or,dinances, or governmental regulations, This Exclusion lea) does not modify or limit the coverage provided under Cov~red Risk s. (b) Any governmental police power. This Exclusion I(b) does not modifY or limit the coverage provided under Covered Risk 6. Rights of eminent domain. This Exclusion does n8t modify odimit the coverage provided under Covered Risk 7 or'8, Defects, liens, encu!TIbrances, adverse claims, or 6ther matters: ' (a) created, suffered, assumed, or agreed to by the Insured Clai,mant; (b) not Known to the Company, not recorded in ,the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insur~aClaimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured. Claimant; . (d) attaching or created subsequent to Date ofPolicy'(however, this does not modify or limit the coverage provided under Covered Risk 9 and 10); or (e) resulting in loss or damage that would not h~ve been sustained if the Insured Claimant had paid villue for the Title, . , Any claim, by reason of the operation offederal b'ankruptcy, state insolvency, or similar creditors' rights]aws, thatthe transaction vesting the Tit]e as shown in Schedule A, is (a) a fraudulent conveyance or fraudulent transfer; or (b) .a preferential transfer for any reason !lot stat~d iil Covered Risk 9 of this policy, Any lien on the Title for real estate taxes or assessments imposeq'by governmental a~thority and created or attaching between Date of Policy and th?-Q.ate ofrecordin~p.r. the deed or other instrument of transfer in the Public RecorM,that vests Title as shown in Schedule A., Date t'\.ecelveu. 2. 3. 4. s. I. DEFINITION OF TERMS The following terms when used in-this policy meal!: (a) "Amount ofInsurance": The amount stated in Schedule A, as may be increased or decreased by endorsement to this policy, increased by 'Section 8(b), or decreased by Sections 10 and 1 I of these Conditions. " (b) "Date of Policy": The date designated ~s 'Dat~,ofPolicy" in Schedule A. , (c) "Entity": A corporation, partnership, trust, limited liability company, or other similar legal entity, ,'! -, (d) "Insured": The Insured named in Schedule A. ,I (i) The term "Insured" also includes I (A) successors to the Title of the Insured by distinguished from purchase, including heirs, 4evisees; representatives, or next of kin; (B) successors to an Insured distribution, or reorganization; (C) successors to an Insured by its'convers.ion to another kind of Entity;, (D) a grantee ofan Insured under a deed delivered without paY,ment of actual valuable consideration conveying the Title (I) if the stock, shares, memberships;'or other equity interests of,the grantee are wholly~owned by the named Insured; :I (2) if the grantee wholly owns the'narited Insured, (3) if the grantee is wholly-owned by ~n affiliated Entity ofthe named Insured, provided the affiliated Ent'ity and the named Insured are both wholly-owned by the same person or Entity, or " (4) if the grantee is a trustee or 'beneficiary of a trust created by a written instrument established -by the Insured named in)~Schedule A for estate planning purposes. (ii) With regard to (A), (B), (C), and (D) res~rving, however, all rights and defens~sas to any successor that the Company would h~ve had against any predecessor Insured. (e) "Insured Claimant": An Insured clairriing loss or damage,' (f) "Knowledge" or "Known": Actual knowledge) not constructive knowledge or notice that may be imputed to an Insured by reason of the Public Records or any other records that impart constructive notice ofrriatters affecting the Tit]e, (g) "Land": The land described in Schedule A, an~ affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, ,or waterways, but this does not modify or limit the extent that a right of access to and from the' Land is insured by this ~l~. ,b (h) "Mortgage": rvl.oitgage, deed oftnist, trust ded~, or other security instrument, including one evidenced by.electronic means authorized by law. (i) "Public Records": Records established under state statutes at Date ofPo]icy for the purpose of imparting constructive notice of matt~rs relating to real property to purchasers for value and without Knowledge. With resp~~ctto Covered Risk 5(d), "Public Records" shall also include environmental protection liens filed in the records of the clerk of the United States District Court for the district where' the Land is located, U) "Title": The estate or interest described in Sch~:dule A. . (k) ,"Unmarketable Title": Title affected by an alleged or apparent matter that would permit a prospective purchaser or lessee ofthe Title or lender on the Title to,be released 73306(6/06) . ;i - CONDITIONS . . APR162009 from the obligation to purchase, I_ease, or lend if there is a coritr"actual condition r~quiring the' delivery of marketable title. , nriainal SubmittRI 2. CONTINUATION OF INSVRA'NCE The cove.rage of this policy shall continue in force as of Date of Policy in favor of an Insured, but only so long as the Insured retains an estate oTinterest in the Land,.or holds an obligation secured by a purchase money Mortgage given by a purchaser from the Insured, or only so long as the Insured shall have liability by reason of warranties in any transfer or conveyance ofthe Title. This policy shall not continue in force in favorofariy purchaser from the, Insured of either (i) an estate or interest in -the Land, or (ii) an 'obligation secured by a purchase money Mortgage given to the Insured. 3. NOTICE OF CLAIM TO BE GIVEN BY INSURED CLAIMANT The Insured shall notify the Company promptly in writing (i) in case of any litigation as set forth in Section5(a) of these Conditions, (ii) in case Knowledge shall come to an Insured hereunder of any claim oftitle orinterest that is adverse to the Title, as insured, and that might cause loss or damage for which the Company may be liable by virtue of this policy, or (iii) if the Til]e, as insured, is rejected as Unmarketable Title. _If the Company is prejudiced by the failure of the Insured Claimant to provide prompt notice, the Company's liability to the Insured Claimant under the policy shall be reduced to the . extent of the prejudice. 4, PROOF OF LOSS In the event the Company is unable to determine the amount ofloss or damage, the Company may, at its option, require as a condition of payment that the Insured Claimant furnish a signed proof of loss. The proof of ' loss must describe the defect, lien, encumbrance, or other matte.f insured against by this policy that constitutes the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage, S. DEFENSE AND PROSECUTION OF ACTIONS (a) Upon written request by the Insured, and subject to the options contained in Section 7 of these Conditions, the Company, al its own cost and without unreasonable delay, shall pro,videforJhe defe,nse ofan Insured in litigation in which any third party asserts a claim covered by this p,olicy adverse to the Insured. This obligation is limited to only those stated causes of action alleging matters insured against by this policy, The Company shall have the right to select counsel of its choice (subject to the right of the Insured to object for reasonable cause) to represent the Insured as to those stated causes of action, It shall not be liable for and will not pay the fees of any other counsel. The Company will not pay any fees, costs, or expenses incurred by the Insured in the -defense of those caU.ses of action thahllege matters not insured against by this policy, (b) The Company shall have the right, in addition to the options contained in Section 7 of these Conditions, at its own cost, to institute and prosecuie any action or proceeding or to do any other act that in its opinion may be necessary or desirable to establish the Tit]e, as insured, or to preve_nt or reduce loss or damage to the Insured. The Company may take ariy appropriate action under the terms of this policy, whether or nol it'shall be liab]e to the Insilred. The exercise of these rights shall not be an admission ofliability or waiver of any provision of this policy. If the Company exercises its rights under this subsection, it must do so diligently, (~) Whenever the S:ompany brings an action or asserts a defense as required or pennitted by this policy; the Company may pursue the litigation to a final deter'!lination by a court ,of compete!1t jurisdiction, and it expressly reserves the right, in its sole discretion, to appeal from any adverse judgment or order. ALTA Owner's Policy (6/17/06) ,operation of law as survivors, personal by dissolution, merger, consolidation, 6. DUTY OF INSURED CLAIMANT TO COOPF.;RA TE (c) In addition to the extent of liability under(a) and (b), the Company will also pay (a) In all cases where this policy penn its or requires the Company to prosecute or those costs, attorneys' fees, and expenses incurred in accordance with Sections 5 and 7 of provide'for the defense of any action or proceeding and any appeals, the Insured shall these Conditions. secure to the Company the right to so pfOsecute or p~ovide defense in the action or 9. LIMITATION OF LIABILITY proceeding, including the right to use: at its option, th.e name of the Insured for this (a) If the Company establishes the Title, or removes the alleged defect; lien or purpose, Whenever requested by the Company, the Insured, at the Company's expense, encumbrance, or cures the lack ofa right of access to or from the Land, or cures the claim shall give the Company all reasonable aid (i) in securing evidence, obtaining witnesses, of Unmarketable Tit]e, alias insured, in a reasonably diligent manner bnmy method, prosecuting or defending the action or proceeding, or effecting settlement, and (ii) in any including ]itIgatio~ and the completion of any appeals, it shall have fully performed its other lawful act that in the opinion of the Company m?-y be necessary or desirable to obligations with respect to that matter and shall not be liable for any loss or,damage. establish the Title or any other matter as insured, If the Company is prejudiced by the caused to the Insured. failure of the Insured to furnish the required cooperatio~, the Company's obligations to (b) In the eventof any litigation, including litigation by the Company or with the the Insured under the policy shall terminate, including any liability or obligation to Company's consent, the Company shall have no liability for loss or damage until there defend, prosecute, or continue any litigation, with r~gard to the matter or'matters has been a final'detennination by a court of competent jurisdiction, and disposition of all requiring such co,?peration,' I, appeals, adverse to the Title, as insured. (b) The Company may reasonably require the Insured Claimant to submit to (c) The Company shall not be li.able for loss or damage to the Insured for liability examination under oath by any authorized representative of the Company and to produce voluntarily assumed by the Insured in settling any claim or suit without the prior written for examination, inspection; and copying, at such reason;able times and places as may be consent of the Company, designated by the authorized representative of the Company, all records, in whatever 10. REDUCTION OF INSURANCE; REDUCTION OR TERMINATION OF medium maintained, including books, ledgers, checks, memo~nda, correspondence, LIABILITY , ' reports, e.mai]s, disks, tapes, and videos whether bearing a date before or after Date of All payments underthis policy, except payments made for costs, attorneys' fees, and Policy, that reasonably pertain to the loss or damage. Further, if requested by any expenses, shal] reduce the Amount of Insurance by the amount of the payment. authorized representative of the Company, the Insured Claimant shall grant its II. LIABILITY NONCUMULATIVE permission, in writing, for any authorized representati~e of the Company to examine, The Amount of Insurance shall be reduced by any amount the Company pays under inspect, and copy all of these records in the custody 'or control of a third party that, any policy insuring a Mortgage to which exception is taken in Schedule B orto which the reasonably pertain to the loss or damage. Al] information designated as confidential by Insured has agreed, assumed; or taken subject, or which is executed by an Insured after the Insured Claimant provided to the Company pursu~nt to this Section shall not be Date of Policy and which is a charge or lien on the Title, and the amount so paid shall be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in deemed a payment to the Insured under this policy. the administration of the claim. Failure of the Insured Clilimant to submit for examination .12. PAYMENT OF LOSS under oath, produce any reasonably requested infonnatibn, or grant permission to secure When liability and the, extent of ]oss' or damage have been definitely fixed in reasonably necessary information from third parties as required in this subsection, unless accordance with these Conditions, the payment shall be made within 30 days. prohibited by law or governmental regulation, shall~terminate any liability of the 13. RIGHTS OF RECOVERY UPON PAYMENT OR SETTLEMENT Company under this.policy as to that claim. " (a) Whenever the Co-mpany shall have settled and paid a claim under this policy, it 7. OPTIONS TO PA Y OR OTHERWISE SETTLE CLAIMS; TERMINATION shall be subrogated and entitled to the rights of the Insured Claimant in the Title and all OF LIABILITY II other rights and remedies in respect to the claim that the Insured Claimant has against any In case ofa claim under this policy, the Company sh~1l have the following additional person'or property, to the extent of the amount of any loss, costs, attorneys' fees, and options: l' expenses paid by the Company, lfrequested by the Company, the Insured Claimant shall (a) To Payor Tender Payment of the Amount of Irisurance. execute documents to evidence the transfer to the Company ofthese rights and remedies. To payor tender payment of the Amount oflnsuranc'e under this policy together with . The Insured Claimant shall permit the Company to sue, compromise, or settle in the name any costs, attorneys' fees, and expenses incurred by the Insured Claimant that were ofthe Insured Claimant and to use the name ofthe Insured Claimant in any transaction or authorized by the Company up to the time of payment or tender of payment and that the litigation involving these rights and 'remedies. Company is obligated to pay, 'I If a payment on account of a claim does not fully cover the loss of the,Insured Upon the exercise by the Company of this option, all liability and obligations ofthe Claimant, the Company shall defer the exercise of its right to recover until after the Company to the Insured under this policy, other than to make the payment required in this Insured Claimant shal] have recovered its loss. subsection, shall terminate, including any liability or obligation to defend, prosecute, or (b) The Company's right of subrogat,ion includes the rights of the Insured to contiilUeany litigation. 'I indemnities, guaranties, other policies of insurance, or bonds, notwithstanding any terms (b) To Pay or Otherwis~ Settle With Parties Othe'r Than the Insured or With the or conditions contained in those instruments that address subrogation rights; [nsured Claimant. ;'1 14. A~BITRATlON (i) To payor otherwise settle with other parties for or in the name of an Insured Either the Company or the Insured may demand that the ciaim or controversy shall be Claimant any claim insured against under this policy, In,addition, the Com'pany will pay submitted to arbitration pursuant to the Title Insurance Arbitration Rules of the American any costs, attorneys' fees, and expenses incurred by the Insured Claimant that were Land Title Association ("Rules"). Except as provided in the Rules, there shall be no authorized by the Company up to the time of payment ari'd that the Company is obligated joinder or consolidation with claims or controversies' of other persons. Arbitrable matters to pay; or 1" may include, but are not limited to, any controversy or claim between the Company and (ii) To payor otherwise, settle with the Insured Claimant the loss 'or damage the Insured arising out of or relating to this policy, any service in connection.with its provided for under this policy, together with any costs; attorneys' fees, and exp~nses issuance or the breach ofa policy provision, or to any other controversy or claim arising, incurred by the Insured Claimant that were authorized by the Company up to the time of out of the transaction giving rise to this policy. All arbitrable matte-rs when the Amount of payment and that the Company is obligated to pay, 1; Insurance is $2,000,000 or less shall be arbitrat~d at the option of either the Company or Upon the t:xercise by the Company of either of the options provided for in the Insured, All arbitrable matters when the Amount of Insurance is in excess of subsections (b)(i) or (ii), the Company's obligations to the Insured under this policy for $2,000;000 shall be arbitrated only when agreed to by both the Company and the Insured. the claimed loss or damage, other than the payments reqtiired to be made, shall terminate, Arbitration pursuant to this policy and under the Rules shall b~ binding upon the parties, including any liability or obligation to defend, prosecute, or continue any litigation. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court of 8. DETERMINATION AND EXTENT OF LIABILITY competent jurisdiction. This policy is a contract of indemnity against actual monetary loss or damage IS. LIABILITY LIMITED TO THIS POLICY; POLiCY ENTIRE CONTRACT sustained or incurred by the Insured Claimant who has s~ffered loss or damage by reason (a) This policy together with all endorsements, ifany, attached to it by the Company of matters insured against by this pOlicy.:' is the entire policy and contract between the Insured and the Company. In inte'rpreting (a) The extent ofliability of the Company for loss or damage under this policy shall any provision ofthis policy, this policy shall be construed as a whole. not exceed the lesser of (b) Any claim ofloss or damage that arises out of the status of the Tit]e or by any (i) the Amount of Insurance; or action asserting such claim shall be restricted to this policy. (ii) the difference between the value of the Title as'insured and the value ofthe (c) Any amendment of or endorsement to this policy must be in writing and Title subject to the risk insured against by this policy, :1 authenticated by an authorized person, or expressly incorporated by Schedule A of this (b) If the Company pursues its rights under Section 5 of these Conditions and is. policy: .' unsucces~ful in establishing the Title, as insured, 'I Date ReCeIVed:(d) Each endorsement to this policy issued at any time is made a part of this policy (I) the Amount ofInsurance shall be increased by IO%, and and LS subject to all of its terms and provisions, Except as the endorsement expressly (ii) the Insured Claimant shall have tne rig~t to have the loss or damage states, it does not (i) modify any ofthe tenns and provisions of the policy, (ii) modify any determined either as of the date the claim was made by the Insured Claimmf.Or.asfoflthe2009 prior endorsement, (iii) extend the Date of Policy, or (iv) increase the Amount of d" Id d'd . ""I\IU ate It IS sett e an pal . ,i Insurance: 16, SEVERABILITY 73306 (6f06) Original Sullmilt:>l ALIA Owner's Policy (61l7f06) I~ the event imy"provisi'6n'-of this policy, in whole or in part, is held invalid or unenforceable under applicable law, the policy shall be deemed' not to include that provision or such part held to be invalid; but all other provisions shall remain in full force and effect. Ii 17, CHOICE OF LAW; FORUM " (a) Choice of Law: The Insured acknowledgesthe\Company has underwritten the risks covered by this policy and determined the premium charged therefor in reliance upon the law affecting interests in real property and ~pplicable to the interpretation, rights, remedies, or enforcement of policies oftitle insurance of the jurisdiction where the Land is located, ii Therefore, the court or an arbitrator sh~ll apply the law of the jurisdiction where the Land is located to determine the validity of claims against the Title that are adverse to the 73306(6/06) Insured and to interpret and enforce the terms of this policy, In neither case shall the court or arbitrator apply its conflicts oflaw principles to determine the applicable law, (b) Choice of Forum: Any litigation or other proceeding brought by the Insured against the Company must be filed only in a state or federal court within the United States of America or its territories having appropriate jurisdiction. 18, NOTICES, WHERE SENT Any not(ceofclaim and any other notice or statement in writing required to be given to the Company under this policy must be given to the Company at Chicago Title Insurance Company Of Oregon, Attn: Claims Department, p, 0, Box 45023, Jacksonville, Florida 32232~5023. Date Received: APR 1 6 2009 Original Submittal ALTA Owner's Policy (6/17/06) (}2), RETUf1N'TO CASCADE TITLE cr' 'h4 ~iVision of Chief Depu1y Clerk ane Coun1y Deeds and' Records 200~.OIOO~2 . ~lmf~!~~ll~~lllWW1W(ij{~ I 1,', '" III, $26,00 RPR-DEED Cn1=1' Sln-_6 02/22/2008 03:48:31 PM CASHIER 07 $5,00 $11.00 $10.00 =-= CASCADE TITLE CO. TITLE NO. 0256107 /V\0, ESCROW NO. EU07-2374 TAX ACCT. NO, 0218774 MAP/TAXLOTNO, 17032624#1600 WARRANTY DEED -- STATUTORY FORM NICK J, STAIHAR, SUCCESSOR CO-TRUSTEE OF Tl!E DECLARATION OF TRUST KNOWN AS THE MIKE STAIHAR TRUST, DATED MARCH 13, ]995, Grantor, conveys and warrants to SPRINGFIELD UIALYSIS LLC, an Oregon Limited Liability Company,"Grantee r{INr/,f1JJNIf,/ti#t#, .. the faliawing described real property free of encumbrances except as specifically set forth herein: Beginning at a point 1254.82 feet West and 30 feet North of the Southeast 'corner of J. Halstead and Wife DLC 47 in s~ctlon 26, Township 17 South, Range 3 West of the Willarnette> Meridian, and running thence. West along the North line of Mohawk Road (0 Street) 140 feet; thence North 312,50 feet thence East 140 feet; thence South 312.50 feet to the'point of beginning; in Lane County, Oregon. BEFORE SIGNING OR ACCEPTING THIS ]NSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUTTHE PERSON'S R]GHTS, IF ANY, UNDER ORS ]97,352. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPL]<=:ABLE LAND USE LAWS AND REGULA TIONS. ,BEFORE SIGNING OR' ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH TIlE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES,TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED ]N ORS 30.930 AND TO INQUIRE ABOUT THE R]GHTS OF NEIGHBORING PROPERTY OWNERS, ]F ANY, UNDER ORSI97.352. Except the following encumbrances: The true consideration for this conveyance is $806,750.00 Dated this \ (') day of ~ (Zi- : m, THE DECLA. :^TION OFT;;ZRU. ST .OWN ~S THE MIKE STAIHAR TRUST, DATED MARCH 13, 1995 BY -n-,~L ff ' ~~ N--fc'it7.~6K, SUCC 'SORCO-TRUSTEE , Date Received: APR 1 6 2009 State of Oregon County of LANE , , , Original Submittal This instrument' was acknowledged before me on lo- ~~ .2007 by NICK J. STAIHAR, SCUESSOR CO-TRUSTEE OF THE DECLARATION OF TRU~~ ~KNOWN AS THE MIKE ST AlHAR TRUST, DATED MARCH 13, 1995, ~. '/)'\1 ill' . OFFICIAL SEAL , ) ) " . BNVOLK: " . " NOTARY PUBLIC-OREGON. (N 'p b'I';' -~ ",_ .'/ COMMISSION NO. 4126B7 ~ 1 ,atary U lC'9\ Orega I '/ MYCOMMISSIDNEXPIRESfEBRUARY5,2011 My commission' expires N. ~ THE DECLARATION OF TRClST KNOWN AS THE MIKE ST AIHAR TRUST, DATED MARCH 13, 1995 1110 VIRGINIA AVENUE MOSCOW, ID 83843 GRANTOR'S NAME AND ADDRESS Until a change is requested all tax statements shall be sent to the following address: '''SAME AS GRANTEE'" MA T PRUVlS 1200 HILYARD STREET, STE 470 EUGENE, OR 97401 GRANTEE'S NAME AND ADDRESS After recording return to: CASCADE TITLE CO: 811 WILLAMETTE EUGENE, OR 97401 " WRO @ RETURN TO CASCADE TITLE' Division of Chief ~_~uly Clerk Lane Counly Deeds and Records ~~~~.~IOOoJ =-= CASCADE TITLE CO. , 111111111 1111111111111111111111111111111111111111 $26,00 00977843200800100530010019 02/22/2008 03:48:31 PM RPR-DEED Cnl=l Sln=6CASHIER 07 $5.00 $11.00 $10.00 \ TITLE NO. 0256107~, ESCROW NO. . EU07-2374 TAX ACCT. NO.. 0218774 MAP/TAX.LOTNO. 17032624 #1600 WARRANTY DEED -- STATUTORY FORM JANET ST AIHAR BARNES, SUCCESSOR CO~ TRUSTEE OF THE DECLARATION OF TRUST KNOWN AS THE MIKE STAIHAR TRUST, DATED MARCH 13, 1995, Grantor, , conveys and warrants to :i SPRINGFIELD DIALYSIS LLC, an Oregon Limited Liability Company, Grantee, MJ.t/IlIl.'/JfllMUIrAU, the following described real property free of encumbrances except as specifically set forth herein: Beginning at a point 1254.82 feet West and 30 feet North of the Southeast corner of J. Halstead and Wife DLC 47 in Section 26, Township 17 South, Range 3 West of theWillamette Meridian, and running thence West along the North li~e of Mohawk Road (Q Street) 140 feet; thence North 312.50 feet thence East 140 feet; thence South 312;50 f~et to the point of beginning; in Lane County, Oregon. BEFORE SIGNING OR ACGEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOU'F THE PERSON'S RIGHTS, IF ANY, UNDER ORS 197.352. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR . ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30,930 AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 197.352, Except the following encumbrances: The true consideration for this conveyance is $806,750,00 Dated this I '1cVn day of ~~ 200~ -. ..' . ,. .:':;-'~.':;~\'~;'~: THE DECLARATION OF TRtlST KNOWN AS THE MIKE ST AIHAR TRUST, D~E MAR, CH,. ,.1..3, ':".>..,., ','.:"',.,;,,,ii,;;;;,)~',.,.:+...,'~,.., ',.," , ' , .,...'1;".i'1I1~1.,""'" .' BY: ;: Washington, Oistfie1 t!J( ~ . f'~~' _~ ~,. . ,t, ~, >.~. j':,~'~~j.~::'l.'.~;;~~< : ~ JANET STAlHAR BARNES, SUCCESSCfWe<fdflngTRLJRT.f'l'ent B S bB6f-lb"" d . '\, ,,,' !:",,\,:.;jl(~, lli '/('"'1 mlng-msIrom D'Uln Iwomb81ore"/,.,' '1~~OI:;\lt' :~, ~'.~"_:,l.. . IrN..Ir\ bn ," .." . I" ""'" me !hlS ,.. day of looP,/' ..,,,~ ":',,,~J):,,5 ..,' ,) \ ',';. __ 'U\.J~, (:...-IJ'-":<V""~<"~'I'-S' ,,',. ~("\i\Qt _ S+-A\h'CY( 'V~:.~)I\:ij~[i~,?-V;~\:JQ "000 ^( . " "'t1~.,,,,,.'\,,,,...,,.,:,.;, I,~ . l.: L Notary Public", ,c,:,';>,?1 ". " ,',!,Y,- . " LucelleO'F~ G """"'("-'~'~""l,...", '_ '.", ':-.... _'?''';t~J;~~-'':'tlf;., ' ',~\lt~~,' -', ~. . v commISsion ex ir A iii "..', ,',' '",.~.:''''''':, ;~ ThIS Instrument was acknowledged before me 011 P as P 30'{!%7 "':' '^ l>.'I'T.STAII:IARF.Pf"")\',:,:'."\' . BARNES, SUCCESSOR CO-TRUSTEE OF THE DECLARA nON OF TRUST KNOWN AS THE MIKE 'si'AniAR ;;. ,f,_ '" ,_ TRUST, DATED MARCH 13, 1995. . :><," ~,',,', ,,,' . State of County of ..,'," ".""':. (Notary Public faf My conunission expires: THE DECLARATION OF TRUST KNOWN AS THE MIKE STAIHAR TRUST, DATED MARCH 13, 1995 1110 VIRGINIA AVENUE MOSCOW, ID. 83843 GRANTOR'S NAME AND ADDRESS Until a change is requested . Date Received: . APR 1 6 ~009 all tax statements shall be sent to the following address: ***SAME AS GRANTEE*** MA T PRUVIS 1200 HILYARD STREET, STE 470 EUGENE, OR 97401 GRANTEE'S NAME AND ADDRESS Original Submittal After recording return to: CASCADE TITLE CO. 811 WILLAMETTE EUGENE, OR 97401 ,: WRD , (2).. . RETURN TO CASCADE TITLE l. , , DLaiVneiSCioonunotyf Cl i Deputy Clerk 2008.0100o~ Deeds and ~ecords II 1\\ \1\\ 1 II I \ll \ II 1 \ lm \ \ \ \\\ II 1 \\\\\\ 1\1 III III $26,00 00977844200800100540010016 02/22/2008 03: 48: 31 PM RPR-DEED Cnt=1 stn=6 CRSHIER 07 $5.00 $11,00 $10.00 =-= CASCADE TITLE CO. TITLE NO, 0256107 ~, ESCROW NO, EU07-2374".. TAX ACCT, NO. 0218774' MAPITAXLOTNO.' 17032624#1600 WARRANTY DEED -- STATUTORY FORM MARIE ST AIHAR, SUCCESSOR CO-TRUSTEE OF THE DECLARATION OF TRUST KNOWN AS,THE M[KESTA[HAR TRUST, DATED MARCH 13, [995, Grantor, conveys and warrants to MIJ.TfflIIY1'j,I7rf.WIfeI SPRINGFIELD DIALYSIS, LLC, an Oregon'Limited Liability Company; grantee, the following described real property free of encumbrances except as specifically set fartb herein: Beginning at a,point 1254.82 feet West and 30 feet North of the Southeast corner of J. Halstead ~and Wife DLC 47 in Section 26, Township 17 South, Range 3 West of the Willametee Meridian, and running -thence West along the North line of Mohawk Road (0 Street') 140 feet; thence North 312.50 feet thence East 140 feet; thence South 312.50 feet to the point of beginningj in Lane .County, Oregon. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERR[NG FEE TITLE SHOULD INQUIRE 'ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 197.352. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES; TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR' FOREST PRACTICES AS DEFINED IN ORS 30,930 AND TO INQUIRE ABOUT THE R[GHTS OF. NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 197.352. . Except the following encumbrances: The true consideration for"this conveyance is $806,750.00 Dated this 26 dayaf~ePf~l...he'v .20(')7 f I THE DECLARA T:~7 TR~S r K~ AS THE MIKE ST AIHAR TRUST, DATED MARCl.113, 1995 BY: (VfiMf..(.c;7<"t'.../Z.- ,,'..' .' . ,. MARIE ~ TAlHAR, sucqs ;OR CO-TRUSTEE' State of . UI4 ~ L.;;I-r-,;,' County of D C- o ,_.';: Tffljiljll~,r~ment was acknowledged before me on ) pp'1 e ~{" r Z~, 2007 by MARIE STAlHAR, "','; :,,"!)li . Wprif;p- """" 9' TIll DCCLARATIm(~~:r._~HE MIKE ST AIHAR TRUST, , 'C'i' .~\ ~~il1~ ~~"RCfI 13 '1995 ".~' :;, (')\'''~H'\Jl:fi!';':''~I.'f';''(I-\'''!.;~>~ l " ~ . '.~,'" '> ~ ^~) OW ';t>-<;.),;J1'1i';<'l!f\ jt~':r..c'-1~~.y:~~;1' ; , . <,~, 'i f;"'I"l-',j":"",<~\,\ A ,'.J .li~'~;"~{l~"':m~~~'~'''' ~ (', I ,~"",. 'l.ol.,V '~,"'f'~.o'lI,j,;.,.,':,I" ~"!J:ll]",,. .,'- ,1 ", ;?:l'~'r~)C.,'~'~{~~;;I' ;.rmjW~:,f;it;"~~ ;:t!,Yt, Jr . - . , - 'I: ~/'I' I;'~.@ ;)1~'0i' o-\~ -:;d ': I "l,,;:t~,;,,' '." _ -- _ - < ',' :;(~1: ,V~~":~('f!~l}\l'i\\ G..,::!!,; ~,o"~1 i . (Nota~:of.-'''. ) 'l~~ "I'[:)~J~n,\." "Il:).., J>' . . . <', ~;\~"lIiJ'i\ ,h:Jj"':"');"~'';:'':t..,;,' f.; ".,,' , My commission expire MARnn(.)1 if!) S'i\ IJC/ft) z. '( ". ....I .",.'1!'~ '+: ~"'" :'r:':: ','0 ,'..., q "". . k' bl' " I .."t / I . " I."" ":;'~fl.\;~'.J''i.~~J:':'~'"''''''\.''' l~o!aryPU 'Co (- ''''' J)'s.t...mo' tJj. {.t> .~ b '''- .' ~~~;t.,;<,~~,t0i::<'-';'''' .:", MyComm;<'io.\ C,{PI/eJ oii'UUu1i 1(,(, 2o~1 " 'coo; TftE'IJb'eJo'l\R'ATlON OF TRUST KNOWN Until a change is requested .'i~;i;6s'TH~iMlk~STAIHAR TRUST, DATED ";",,,'~';MARCH'13!!,19.95: ' ' n I 0 VlRGJtliA A VENUE . MQSCP,W,JD.,,83843 <,':~('j'RAi'HQR!S'NhME,AND ADDRESS . .,' \'~"-.'T;'~'~i<.,~~::c ";c' MAT PRUVIS', 1200 HILYARD STREET. STE 470 'EUGENE, OR 97401 GRANTEE'S NAME AND ADDRESS APR 1 6 2009 all tax statements shall be sent to the following address: ***SAME AS GRANTEE*** \' Date Received: Original Submittal After recording return to: CASCADE TITLE CO. 8! I WILLAMETTE EUGENE, OR 97401 .:', WRD '.f