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HomeMy WebLinkAboutApplication APPLICANT 7/9/2008 :Oty of Spnngfleld Development Services Department 225 Fifth Street Spnngfleld, OR 97477 Land Division Tentative Plan Partition, SubdivIsion Date Recelveo JUL - 9 2008 Onglnal Submittal Applicant Name: Icompany: IAddress: , Justm Dillon Phone: (541) 729-9780 Fax: (541) 345-0091 PO Box 51297, Eugene, OR 97405 Applicant's Rep.: Stacy Salladay Phone: (541) 746-0637 Company: \Address: , I Property Owner: Justm Dillon Icompany: IAddress: PO Box 51297, Eugene, OR 97405 , IASSESSOR'S MAP NO: 17-02-35-42 ITAX LOT NO(S): PortIOn ofTax Lot 200 I Property Address: 7 tfo& ~ Sf. I Size of Property: 39,586 I Proposed Name of Subdivision: DIllon SubdivIsion Branch En,gmeermg, Ine Fax: (541) 746-0389 310 FIfth St, Spnngfield, OR 97477 Phone: (541) 729-9780 Fax: (541) 345-0091 Acres D Square Feet ~ I Description of If you are fIlling In thiS form by hand, please attach your proposal description to thiS application ProDosal: ThiS oTOoosalls to create a 6-10t subdivIsIon No eXlstmg structures to remam I EXisting Use: ResIdentIal I # of Lots/Parcels: 6 nand lAva. Lot/Parcel Size: 6600 sf IDensity: 66 du/acre nate box on the next . ,a a I I , I I I , I I I , I I I. I J I I I SiQns: U-t \ o Reviewed by: Icase No.: c..,()JbJ.~(f( 1JO~'1- I Date: Iler IO( I Reviewed by: f i41!A- IApplicatlon Fee: $fr4 c{O ' Db ITechnlcal Fee: $' _~ ~ I 00 I Postaqe Fee: $ I (O~ It,l ITOTAL FEES: $ j 141-/1 DO I PROJECT NUMBER: :PP>T'2 (J), -Df.)/a Associated Applications: Ipre-sub Case No.: pr p,Jrf)1 ""~te: 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 1$ 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 1$ prOVided herem 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 requliements of ORS 227 178 pertaining to a complete application owner:(J ~ (f{JL G~ sl1~ure -.J vs HVI ~-fl f ~ Print Date: (- <i~7 Date Received' JUl - 9 2008 Ongmal SubmlttaL______._ ReVised 1/1/08 Molly Markanan 2 of 10 Land Division Tentative 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 [g] [g] [g] [g] [g] [g] ~ [g] ~~ [g] 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 Land Division Tentative Application Form 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 Copy of the Deed Copy of a Prelimmary Title Report Issued Within the past 30 days documenting ownership and listing all encumbrances Copy of the Land DiVision Plan Reduced to 8'h"x 11", which will be mailed as part of the required neighbOring property notification packet Right-of-Way Approach Permit Application prOVided where the property has frontage on an Oregon Department of Transportation (ODOT) facility Three (3) Copies of the Stormwater Management System Study With Completed Stormwater Scoping Sheet Attached - The plan, supporting calculations, and documentation must be consistent With the Engineering Design Standards and Procedures Manual Three (3) Copies of the Traffic Impact Study prepared by a TraffiC Engineer In accordance With SDC 42-105 A 4 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 objectives Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR Eighteen (18) Copies of the Following Plan Sets for Submittal [g] 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 I;gJ All plan sets must be folded to 81f2" by 11" and bound by rubber bands a. Site Assessment of Existing Conditions I;gJ Prepared by an Oregon licensed Landscape Architect or Engineer I;gJ VICInity Map Date Received JUL - 9 2008 ReVised 1/1/08 Molly Markanan Onglnal Submittal ..,. Of lV [gI The name, location, and dimensions of all eXisting site features including bUildings, curb cuts, trees, and ImpervIous surface areas, clearly Indicating what IS remaining and what IS being removed For eXisting structures to remain, also Indicate present use and required setbacks from proposed property lines \J ~ The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file In the Development Services Department [gI The lOa-year floodplain and floodway boundaries on the site, as specified In the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map RevIsion [gI The Time of Travel Zones, as specified In SDC 3 3-200 and delineated on the Wellhead Protection Areas Map on file In the Development Services Department [gI Physical features including, but not limited to trees 5" In diameter or greater when measured 4 '/2 feet above the ground, significant clusters of trees and shrubs, npanan areas, wetlands and rock outcropplngs [gI 5011 types and water table Information as mapped and specified In the SOils Survey of Lane County A Geotechnical Report prepared by an Engineer must be submitted concurrently If the Soils Survey indicates the proposed development area has unstable sOils and/or a high water table b. Land DivIsion Tentative Plan [gI Prepared by an Oregon licensed Land Surveyor ~ [!Jetty boundanes, the Urban Growth Boundary, and any special service district boundanes or railroad nght-of-way which cross or abut the proposed land divIsion [gI Location and Width of all eXisting and proposed easements on and abutting the proposed land diVIsion [gI Boundaries of entire area owned by the property owner, of which the proposed land diVISion IS a part, as well as dimensions and size of each parcel and the approximate dimensions of each bUilding site Indicating the top and toe of cut and fill slopes to scale [gI Location and type of eXisting and proposed street lighting, Including type, height, and area of Illumination [8J Location, Widths, conditions, and names of all eXisting and proposed streets, alleys, dedications or other rlght-of-ways within or adjacent to the proposed land divIsion Proposed streets should also Include approximate radiUS of curves and grades and relationship to any projected streets as shown on the Metro Plan, TransPlan, Conceptual Development Plan, or Conceptual Local Street Map [8J Location of eXisting and required traffiC control devices, fire hydrants, power poles, transformers, neighborhood mailbox units and Similar publiC faCilities [8J Location and dimensions of eXisting and proposed dnveways [8J Location of eXisting and proposed transit faCilities [8J Location and Width of all eXisting and proposed Sidewalks, Sidewalk ramps, pedestnan access ways and bike trails ~ ~ Location, Size and type of plantlngs and street trees In any required planter strip Date Received: JUL - 9 2008 Revised 1{1{08 Molly Markanan 5 of 10 OrigJn~1 SubmittaL _ . __ # [gJ Location and size of eXisting and proposed utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV Indicate the proposed connection pOints [gJ The locations of all areas to be dedicated or reserved for public use, with the purpose, condition or limitations of the reservations clearly indicated ~~ Future Development Plan where phaSing or large lots/parcels are proposed as speCified In SDC 5 12-120 E c. Stormwater Management Plan [gJ Prepared by an Oregon licensed CiVil Engineer ~ \mr Planting plan prepared by an Oregon licensed Landscape Architect where plants are proposed as part of the stormwater management system [gJ Roof drainage patterns and discharge locations [gJ PervIous and ImpervIous area drainage patterns [gJ The size and location of stormwater management systems components, including but not limited to drain lines, catch baSinS, dry wells and/or detention ponds, stormwater quality measures, and natural dralnageways to be retained [gJ EXisting and proposed spot elevations and contours lines drawn at 1 foot Intervals (for land With a slope over 10 percent, the contour lines may be at 5 foot Intervals) ~\~Amount of proposed cut and fill [gJ Additional Materials That May be Required IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS DISCUSSED IN SDC 5.1-120: D Proposed deed restrictions and a draft of any Homeowner's ASSOCIation Agreement D Additional plans and documentation for submittal of a Cluster SubdiVISion proposal as speCified In SDC 3 2-230 D Riparian Area Protection Report for properties located Within 150 feet of the top of bank of any Water Quality Limited Watercourses (WQLW) or Within 100 feet of the top of bank of any direct tributaries of WQLW [gJ A Geotechnical Report prepared by an engineer must be submitted concurrently If there are unstable SOils and/or a high water table present D Where the development area IS Within an overlay diStriCt, address the additional standards of the overlay district D If five or more trees are proposed to be removed, a Tree Felling Permit as speCified In SDC 5 19-100 D A wetland delineation approved by the Oregon DIVISion of State Lands must be submitted concurrently where there IS a wetland on the property D Any required federal or state permit must be submitted concurrently or eVidence the permit application has been submitted for review D Where any grading, filling or excavating IS proposed With the deveQ~~~~~E(!;}InecP' and Drainage Alteration permit must be submitted prior to develOpmj'(jL _ 9 2008 ReVised 1/1/08 Molly Markanan Orlglnel Subfu'i1taP o Where applicable, any Discretionary Use or Vanance as speCified In SDC 5 9-100 and 5 21-100 o An Annexation application, as specified In SDC 5 7-100, where a development IS proposed outside of the City limits but within the City's urban service area and can be served by sanitary sewer o All public Improvements proposed to be Installed and to Include the approximate time of installation and method of financing Date Received JUL - 9 2008 Onglnal Submilt2t: - ---- RevIsed 1/1/08 Molly Markarian 7 of 10 225 FIfth Street SprIngfield, Oregon 97477 541-726-3759 Phone Job/Journal Number SUB2008-00032 SUB2008-00032 SUB2008-00032 Payments Type of Payment Check cRLcemtl RECEIPT #. ~ C of Sprmgfield Officl8l ReceIpt LHelopment Scrvlces Department PublIc Works Department 3200800000000000478 Date' 07/09/2008 Description Postage Fee Type II - $160 CTY LDR Subdv Tent < 2 Ac + 5% Technology Fee PaId By JUSTIN AND JENNIFER DILLON Item Total Check Number AuthorizatIOn Received By Batch Number Number How Received emm 3286 In Person Payment Total Date ReceIved. JUL - 9 2008 Orlgmal Submittal Page I of I I 25 49PM Amount Due 16000 6,940 00 34700 $7,447 00 Amount Paid $7,44700 $7,447 UU 7/9/2008 LlI i OF ~.I.uNiJ~.~.LD VICHu. i MAP SUB2008-00032 7406 Main Street SIIE Map 17-02-35-42 Tax Lot 200 North ... 1111 . . Date Received: JUL - 9 2008 Original Submittal " " I II I TENTATIVE SUBDIVISION FOR JUSTIN DILLON N 1f 1/4. S E 1/4, SEe 35, T 17S, R 21f.. 1f M SPRINGFIELD, LANE COUNTY, OREGON FEBRUARY 28, 2008 SCALE I" = 30' ;p:. ~~;: :1 ~ 'f."r=--t8 J --: ~f ~ fff:~: rZ-J ",I. I (." .;~ ..' '~. ~ ~ :~. !~ I" . "," 6,... ""'^l"'Jlrr" 'tJI'l'I'~".~' : ~. 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JJ.E/'f'[ liINAU.fJCll.(lO[l)TOOflM/TDJJ.ESTDRilPFE ~1DITDM_m l.arrfllECOl'EJl~CTOIBOFMca..r.ECTOlTR9Ol AIlE_TOllY P<<RFtJRAttlJ PIPE COllECTION TRENCH !mCTION H0110>ICAl,..tC --u_- - -0 !WI- _!AN- -~- -~- . ,# \V .- ~,ro -- ~ . ~ /7 /..:., .. <>--1 m <>- :3 _..::J =:J . . #~..- " ,-= ~ - ... , " 1'JI(1I'CIS[tI1ilIlf1'A!J( ~ ERfTNl_m ----- =~ ~,= =- ~~ ~ ,# " Tl'PJOO JOTNT flTIUTY TRENCH Dn".uL NOilUfiWtol.l: i' .. NIJT&'3- ~ AU.olIOPO$ED tm.rn::s IHlU Ill! l'Ui:Ill - I. LOrSIANJ'IIUT.f.KfA~'--""1H ,1llaT ND A ,'{FlEET IlEIlI"[CTMl Y NEJTIP lor IU rMe J.C('[S8 10 lfE .....,-oof lWl€I'AYMlOCATa.sOFlIEaIlSClITS FOIl 1If8[lOT,"'L fJE ADCIfIESSEIl AI TIE JalElDOllIE;c:r;MTRU::IBlONTKlOre. 1 EUCT LOCAIIW OF TIE lnMHTl" IMUIllX lHTFJ(Hlf~ j . ",J1JC'krrmf~~. A8SP€r:FE;Cl \ ~ I lJ WI- cur '~7r:\S:l~:t,~, _)12 Y""-",>\".;;,,~~"',,. ,<~~..-"",\ '\ <~~.,.. "RmAIl J THCI(CLASS'li' COI'lTMlOlJ8-.u9 TIfO((UoF'ACtEll ASPtlAL7CCN;:RETE 1112 0 CIIUS>O IlASl: "'OCK VALUfY GUTn11 DETAIL c EXPM& 0..:_ 31 2009 EJll'9Utftll'IleII'JJ1IJ09 IlUACCBSS INEJ()JoIT(.6E:llIW[,AYlll..LlIElO'.a:MM'I'U IIlIlFACE9W.L 8lI'l'OfIT AN IIC\OOOl/IS, Y'OllEll UMII.HOP_FflEL.uc_liHIoUIE ~rAU.EDIoD.MctN1"TOTlElRYEOHB01HIltGOF TIE/lflIVUAY 1IE~Armr~liINAU.. IIOItllll.CTED PER 8"III'tIGFa.O FAE: ccu. ~Bran~h Engmeermg, Ine ~1310FlftbSt.ree~ Sprm.fleld 0....,..0 !lIn77 e~:::d~:~:r~e~:~~i::;~:9"orp Chil StnJchlr'le Tl-an.porlaUoll Surveyina- l,. !iI JWml ..IlK HOClITlJIn..l.BftICJ'06BlAf1Ml1JoE; BTRAIGHTSLOF'EAt EH'/R4N:ETOllIIASSYSII'ALE " , , , , ~ Date Received. PRO~CT NO 05 269 rrJ PA{;f 2 oF 2 ,IMp /7-02-35.42 TAX LOT 200 file \2005\05 269 JUSTt-I Dl.LON\ TENTA TNt: SU8D/V1S1ON\05 269 TEWA riVE SL8D/VISION 022208 DWG JUl - 9 2008 Onglnal Submittal" WRITTEN STATEMENT FOR THE JUSTIN DILLON TENTATIVE SUBDIVISION ApPLICATION ThIS apphcatIOn IS a proposal to subdiVIde the property located on a portIOn of Tax Lot 200, Tax Map 17-02-35-42 mto SIX lots Currently, the SIte has an eXIstmg mobIle home, thIS resIdence and attached deck are to be removed In conformance WIth the Low DenSIty ReSIdentIal claSSIficatIOn of the sIte and surroundmg properties, all lots Will be developed With smgle-fannly reSIdences Our project SIte mtersects With 74th Street and A Street, both of whIch are llllproved and have a 50' nght-of-way untIl the pomt of the project SIte The proposed off-SIte Improvements Wlll mclude WIdemng the nght-of-way to 50' and pavmg to 32', add curb and SIdewalk The Irrevocable Pnvate Jomt Use Access easement WIll be 26' Wide and Will meet fire code The proposed pnvate dnveway does not exceed the reqUirements for dead-end fire apparatus access (0-150' length), no fire turnaround Will be reqUired We antICIpate removal of two trees Will occur dunng bUIldmg constructIon of the dnveway A Jomt UtilIty Trench along the proposed dnveway Will connect water, cable, telecommunIcatIOns, and power to all lots A proposed 8" pubhc sarutary sewer hne WIll connect to the eXIstmg manhole and servIce all lots by separate 4" laterals In addItIOn, two 6" sarutary sewer hnes are proposed along the property hnes of Lots 5 and 6, these hnes Will also connect to the 8" publIc sanItary sewer lIne and servIce possIble future development for the property to the south We are proposmg to mstall a 6" perforated storm pIpe south of the subject SIte, whIch Will connect to the proposed 6" storm lme located WIthm Lot 4, to collect surface runoff from lots frontmg Mam Street The south portIon of Tax Lot 200 has been determmed to be Its own legal lot (per deeds recorded January 7,1952, Book 451, Page 602 and March 7,1969, Recordmg No 56282), and IS no longer a part of thIS land use applIcatIOn The owner acknowledges that an approved access Will need to be obtamed from ODOT pnor to future development of Tax Lot 202 and the south portIOn of Tax Lot 200 The Lane County SOlI Survey shows the SIte as havmg Pengra-Urban Land Complex (106A) and Marcola Cobbly SIlty Clay Loam (77B) PermeabIlIty ofthe relatively undIsturbed Pengra SOtlIS very slow The SOlI Survey mdIcates that a hIgh water table lS a depth of I 5-2_5 from November to May PermeabIhty of thIs Marcola S01lIS slow The hIgh water, table IS a depth of 3 5-4 5 from November to May A Geotechmcal Report IS proVIded ThIs project does not reqUire any addItIOnal planmng apphcatIOns Date Received JUL - 9 2008 Orrgmal Submittal . ~~ Branch Engineering, Inc. 310 5th Street. Spnngfield, Oregon 97477' (541) 746-0637' Fax (541) 746-0389 "\ PRINCIPALS James A Branch, P E , P L S Rene Fabricant, S E , P E Michael Lane Branch, P E Damlen Gilbert, P E Renee Clough, P E /" July 7, 2008 Date Received Mark Metzger, Planner III City of SprIngfield 225 Fifth St SprIngfield OR 97477 JUL - 9 2008 Ongmal Submlttf I Dear Mark, ThiS IS a complete subnuttal for the Justm DIllon subdiVISIOn located at the mtersectIon ot 74th Street and A Street A Pre-Submittal Meetmg was held at II 00 on FrIday, January 11,2008 The Items deemed mcomplete at the meetmg have been addressed as follows PLANNING (Mark Metzger) How does the Postal Service propose to handle neighborhood maIlboxes? A proposed community mmlbox Un/tIS shown on the plan and a note zndlcatzng the exact locatIOn of the mmlbox unllls undetermzned Please add dimensIOns of drIveways Dnveway dImensIOns and a note have been added to the plan FIRE AND LIFE SAFETY (GIlbert Gordon) "No parkmg-Flre Lane" signs shall be posted on both Sides of the panhandle fire apparatus access road per 2007 Sprmgfield FIre Code 503 2 ], 503 3 and SFC AppendiX DlD36 A note has been added to the plan add} es~zng thiS code requIrement The cross sectIOn of the valley gutter detaIl shows 20 feet clear Width but only 18 feet drIvable The full 20 foot Width shall SUPPOlt an 80,000 Ib load per SFC 503 2 3 and SFC Appendix D I 02 I The pavzng dimenSIOn has been revHed and a note added to the plan TRANSPORTATION (Jon DrIscoll) A ROW Approach Permit ApplIcatIon IS needed, as the remamder of Tax Lot 200 loses access to A Street With the present proposal's layout The south portIOn of Tax Lot 200 has been determzned to be ItS own legal lot (per deed recorded January 7, 1952, Book 451, Page 602 and March 7, 1969, Recordzng No \.. / CIVIL STRUCTURAL TRAFFIC / TRANSPORTATION SURVEYING 56282), and IS no longer a part oj thIs land use appllcatlOn The owner acknowledges that an approved acceH will need to be obtamed prior to Juture development oJTax Lot 202 and the south portIOn oJTax Lot 200 Provide dnveway dimensIOns and distances so that the dnveways for Lots I & 6 can be located The driveways have been removed from the map and a note added regardmg aCGess to Lots 1 and 6 PUBLIC WORKS ENGINEERING (Enc Walter) Provide a complete stormwater design for each lot demonstrattng that each lot WIll have a storm water system appropnately designed for needed capacity A backyard stormwater swale / perf pipe system may be considered for dral1lmg lots frontmg Mam Street due to eXlstmg dramage bemg sloped away from Mam St From the eXlstmg storm manhole at the mtersectlOn oj 74th Street and B Street. the eXlstmg 12" storm lme will extend muth along 74'h Street and connect to the proposed storm manhole The storm lme will run to the proposed 90 'x9' grassy swale on Lot 1, from which all lots will dram to by 4" stubs A manhole WIll be reqUired at the mtersectlOn of the 8" and 6" sanitary lines A manhole has been added to the plan Should you have any questIOns or need addItIOnal mformatlOn, please do not heSitate to contact me at 746-0637 Smcerely, ~SJJuffr<-r Stacy Salladay Branch Engmeenng Date ReceIved JUl - 9 2008 Original Submlttai__ . De c 13 - 2007' 3 06PM-["'~GREEN LAND TTTLE CC', ..-...... ^"No 6226.....P I( '^"'"O ~."""."",u...... r' r. - ' 11:-02-35-42 00202, 136il90 American Title Group ~mJW No 00023764 ,. WARRANTY DEED (INDIVIDUAL) MARY ELLEN MAY~R,,, to PARCEL ~ bon.. collrd """"" ",",voy(')'o JtJSl'!N DILLON <II Ibot....l Jlroperty !.ltuated 1n the County ofLANlt, Sb:tte o~Orogon, de5Cllb=d u. Su ExhlbrtA ,Q(fil.cb:ed hCl'Clto :r.nd madeRpartbereClr and covenam(.s) that grantor 15 the owner otdte above d~ prop;:rty free or all enllWlbr?oc6t txo.ept EASEMENTS, COVENANTS, CONDmoNS AND I<llSTRJcrtONS OF IlECOIlD, IF AN\' Bnd will watrint and d,fend th~ Barna ~B.llUlt all petJOD$ who may IawMI,y ..lalm. the 5am.e, extept I1Iwwn ~bove. 'The true 1Iqd' actual connderlUlOll. fortlui traruferfi Sl6D,OOO,OO * Dared AprU 11, UHJs MARY Et.LEN MA Y , - ,~.~- By Dav'd A. DdoD~l hw Attom~y ~ SlATE OF OlUlGON, Collnrr of LANE) " 00 t.b.r ~ff/ { - !(jl 0 r>.f:' p<r>onall)' BpJO'lrod da ilbo", .....d DA VII> A DELONG, '" Attorney In mr NJAl(,l( ELLE.N MAyr;R, IQ Mt aalbarizod capBtld~ 1Uld ncbwwler.lgcd the fO!'egomg l.nSt"Um.eot to 'be bl&lh15r/thl!'lC voltllltar)' {let nnd Qe~ . . i.. ,- - ~~ E'fOrem'@&- CFFIClAL$1!&.L. C SMITH tIOTNW PuBUC~EGON' . _ _ ~"' COI<MISSIIlN NO. '''379 No1m)' P.,Uo for O"So, I. / ~~El:PI~ESFEe.:2007 My"'mmJ.~~,,,,;lrols. p-/,]/O? The doDat !RnOWK shoold mclude cash plWi all en~bnmce.! ~lIng lIgainst the: proPertY to which the propmy rmm.ms snbJect or whleh the purchasa ngrees ro pal' or assume. W AllAANIT DEED(lNDIVIWALJ MARY ELLEN 1\11\ YER r---~~" . Dlvlolon of Ch.., D_ly CI""k WoI: ft~1n5 l_n. Couttly D..cI~ IIna R4ICCll"'Cbi 'WW-~'-iXl~ 'm1ll'lm~lijIlIJl/I $56.00 RPR~ ""lo! $tno!! CAS~W~ ONI:20 pn flS DO S20 00 $11.00 510 00 TO Sene! TtlX St&tcmeAt!: to JUSTIN Pll.LON 34VW.ITl'IlAVl! e"o......e., oCJ.. 97'10/ Aftu Reeording Return to AMERrcNV TITLE OOOlJP !l6{J COUNTRl' CL\ID hRkWAY .SU\'CElIS EUGENE. OR. ,,.403 ~ ~Itle Ev ,Doo.lY Ii!!S '\Illb\ F_SWo!O!li Rg". tlQ'BT J Date Re~ :elved JUl - ~ 2008 Onglnal SubmIt 11 " Dee 13 2007, ~ 07PM_EvrRGREEN lAND TITLE CO : ,..'";.l, __4 <If American Title Group 'WliSl!I....._........ No 6226 P 17- '" Eserow No, 00023'64 WARRANTY DEED (INDIVIDUAL) PATRICIA IC. DELoNG,.. '" PARCEL I~ heroin called _to con,')'(.) to JUSTIN DILLON.U.... rr:oJ propel1y situated m the COUlll)' of .LANE, ~ ofOregOl'l described as See It:I:~lb1t A llIttnehcd hcn:to ifnd made Q pari henoe and (. '.'""-'\"'''' Ilmtgmmonnhe lJ'WDer offb~ above ooiC'nbed propen;y he of all encumbrances ~i;:pf EASEMENls. COYENA!<rS. CONDmoNS AND RIlSTRJcnONS or llllCORD, IF ANY and 1.'111 ~t and dofend the same ap.mst aU pmolUl willi may !lIwfUlly claim the- JImt. cxcopt.as shown above. The tme and BL::Wa) conridemntln for tha transfer 1lI S-G- . DBtOd AprU II, ZOOS rmIOAKDEw€JiPi~ ..Ill Dalid' A. O<IJ"ll.g, bcr Aftorocy Ill. hct STA'rnOF ORllGON, CoUll!)' oCl,ANE) &I. O.lh. A-"r" II i?1)(l,1' pe"""'"Iy _""" 1I1e tl>ovollillnod DAVID A, DELoNG, AS Al'TO~Acr. FOR PAl'RICIA -K. DELONG, 'I) L~ a1{rhoru:oo QplCJfy~ end admowledg:ed th. foregoins wttwncl1t 10 be bfslb.erm:.clrvo(WJIal'y i:lctand d~d. OF~cw.SEAL C.SIIlTH NOTA~ PUBUC-Om:OON CO~SS~N N<l36437~ M'f COMM~SIQN WillES FEll. S. 2C07 . The do1Inr amOllDt ,hould Include ca,h plw all enoumh~ UJ~ ~alnst the prcpc:n:y to wIucb ~ propc:ny remams subject or wluc:h the: plJrchllser~ to pay (If assume. a.co...., ~ NOIlly l'IIbll,!'or Oteg'i>ll'" L / My c:oI11IJ11SSIO.ll. a;prres ~ liJ /0 7 -. - - W ARKANlY oilED (INDMDUAL) PATIUOAI(,DELONG TO sT"mOFOIlEOON. T' ).. Cwo.,. of ) I cert!fythllt the Wlthm l.ll.1trume.Dt was ~ torrec:ord OIItbs__da.yot ,--...at_ o'clock _ M nn.d recorded WI book _ on page _ltcllords olD"dS o!wdCoun!)' "';tiles.!! my hand and seal ot'CI1ll1ltv &!fixed Send Tu Staterncms to JUSTIN DILLON 340 W Itlll AVE. e"':le~, or q"'14C I Ahr Recording Rerum 10 AMERTCAN Trrl,.~ GROl)p S6D COUNTRY CWB PARKWAY , 5IJtT& 110 EVOENE:, OR j140 I ,Tille By ,o'l'U!)' Date Rec~ ,Ived JUL - 9 :!008 SlM 'oblaIIfOt'l:'S!lol:Iaar:. iju,lll.'2::llW v Ongmal Submltta ~ , Dee 13 2007 3 07PM___EI/"GREEN LAND TITLE cn_~~__,.___ (, '1'''' No 6226_P 18.. '. -- .. : , EX}uJJltA t PARC'Ii'r. ~ BEGINNING nt 511 poIqt on the Nonh maflln of MeKclWll Highway bmn,: North 30Jtl.$Jl feet Bud gast 861..61 teet Iram the SDutbwer[corllero.ftllc J J,.g,ODC)' Donation Lnlld a.JrnNo. 8S In TowJtSl1ip 18 SouUI,R.lllgel Wll5f (IUhe WIII.D1ette MenWa.n, theDce North 40033 Iaet, tblllca East 195.89 (u~ tllentc SOIl.~ 36l} 00 (ed: to tbeNorth m&cgm ofMcKe.DzJc lhpn,. dle.ll~ aJoDg S3!d N(lrth IiUIrglu. Souw 7M%'OO" WestIOO 00 feet to the point Grbcl;lUDI~ la UIIC Couoty. OtqoD. EXCEPT" TbJl.t portfl1Q plutcd lD :PEANEL ACRES, In: plAtud ud rceanb.d III File 73, Slide 361. UU!.C COU01)' Orq:OD Pin ,RDCQrdJ', 10 LeDa Cb>>Ut)', Oregonl ALSO E.XCEP't.l.N'G BeguIDnfg 2lt tI l>omt on the N(.Ir& IWIrgbl DrMClKenrle H.:.hwlJ)' bClng Nortb 3010 9% te.et tlud tart 862 62 reet rnam the ,sOUfhb'ut C017le:r oftheJ. Loone)' Donlltr~ll Land ORhll ND. 88, in TOWllS'blp J8 SoUUl, RalJcn 2 Wen ot (Ile WIU.dmrrtt~ MeruUao) tb.enet Nortb 150 footl thence North 78"U' EAst Us 0 re<<; t.beAtt'S~qfk lOS feet to Ill' North b:illflJJl OlMoKcllzie Hlgllway, t.bence alobJ;$.lIIC! North m::ugln Soulb 73"22' Wen 125" 0 :rut"" dll! pDlQto.fbegJu.nJnJIllD Sprlogucld, lpe Cotlnty. Oregon )Anr.EL U ,A- BEGlmIlNG It D. pond on the NlJ"11 margin ofMeKtuzlDIDl:lswAY hmgNorth 3010.92 feet nd L.t SOlliZ teet trum the (');() ~bthwest t~rlUl;r Gf the J LGoney DanatiOll La.od Odin No is".ln T01"JJhlp 18 South, RaD.11) 2. WUI or tht\ WlIltIrneue 1/' fA..J v-:eridlao, t1lenet. NOI th lSO feet, tbcnce North 78~ZZI E:ut 1ZS.o ted, tluJIleeSoutb 105 (eet to tbfOl North Inlu,!:'lu orM,Kenae V 1lIgh\\DYi [hence alon, ~alll North marglll South 1811211 Wert ns,o feet ro thepolllt DCb~ bl Sprlngfielcl.LnI1e Coltntr. Orecan. , 0 . , " " .' ~ ~t t' ,I r' 1;. ,', . , " , , 0, .' , " " . " Date Recel\ ed ~ JUL - 9 201u8 Ongmal submittal ,( 11/13/2007 17 26 FAX 541 736 '"21 CIrl OF SPRINGFIELD PW @002 ). &P"'N"F1""'~ -~.'- PUBLIC WORKS DEPARTMENT 1 EngmeenngDlVlSIOO Phone (54!) 726-3753 Fax (541) 736.1021 STORMW ATER MANAGEMENT SYSTEM SCOPE OF WORK ,-,< :'"". ::-,'. - ---(Arerzbel(1"'dzuru"i!.jIlIedoUtby'ApplJcant)~ ,.';~'. , " :;. ~~i~~~;(ile~~ r~ toMattStOluler@C"rt}ofSjringfieldPllblk Works Engult,erllJ!f; FUx If 736-1021, Ph~neii 7i6-1055.) Project Name: Dillon SUbdlV1SIon Appbcant: Justin Dillon Assessors Parcel #: 17-02-35-42. TL 200 & 202 Date: 11/2/07 Land Use(s): Low Density ResldentJ.al Phone #: 729-9780 Project Size (Acres): 156 +1- Fax #: 345-0091 ApPI.:!l!- .Jl!1.p.~rvi~us Area: 70 JeXlst-t p~posed) Email: , U~ "'" I IIj l"l"~~!"', !!~~!I t' 1'!<!"I't'l!lfU,11 Nlhf,l.G~ III r II~ n 1'1 ,...::..r'1,T ..::...... ::.:. ' ," " ~~,' l1.,~ ,"'{'~"~"!~~ "!..:U.:l"~ 't"~~,,~ ~"" ~"~"'hll!~"%:'t.~1"'11I IIf ~111J1 U-:lI~IJlIII~+,,jidllltq~.IH'~I~~~ "_~ ~It ...U~Ij,11 ~,l. I ,I .1I.,lool"'\~, "".:':..:.~ Project Descnption (Include a copy of Assessor's map): A pnvate dnve IS proposed for a 7-IotresldentlaJ subdIVISion Lot 7 IS proposed as a non-bwJ<labJe lot Dramage t>roposal (Pubhc connec:tJ.on(s), discharge locatJ.on(s), ete Attach additional sheet(s) If necessary: There is no existmg storm sewer adjacent to oar project srte An e)(,stmg stonn dram and exIstIng catch basm are located atilie mtersectJon ofB St'74'" St and another storm dram is located at the south Side ofMam St The proposed storm ,sewer collectlon and BMP's to manage dram age on our site is to construct an 8" storm Ime startmg at the north property ! hoe of Tax Lot 202 and runnmg parallel along the east I" Vl'~' 'j Ime approx 100' then continUIng northeast, underneath I the pnvate drive, approx 35' to a vegetative mfiltrahon area. WIthIn propos<:d Lot I A second vegetative mfiJtratlOn area Is proposed Wltlun Lot 6 An g" storm Ime will connect to each vegetative lllfillra!lon area Proposed Lot 5 WIll 'have a 4" stub that will dram mto the vegetative mfiltratlon area on the property Lot 3 will have a 4" stub connectJ.ng to 'the 8" stonn line Proposed Lot 2 wlll have an 8" stann lme draIDmg mto the vegetatJ.ve mfiltrabon area WIthIn Lot 1 A ramgarden IS ",vl'_,ed at the northeast comer of the lot 2 WIth a connectmg 3" storm !me to dram overflow out a weep :hole onto 74" Sl Ramgardens are also prooosed for Lots 4 and 6 Proposed Stormwater Best Management Practices: As described above i.:r"'~~'~' ~ ,~~~ ~ --(Areabelo..",thishnl!filI2d(1urhvlIlI!Citpa~d.RP.turn~dtotheADDlzcant~_ .... , 'J~1 ':" ~".."., I, "j "~I'" :'At a mf/rbmon, aU OOIes, clieCked,by the-Cr'" Olf the 'hml and back ol',hl> ~heel shall be submmed ',I ' : .,:~M: J"":~ ~~III'I'" 'i '~~"I' ~~ "" ...".,ij " ~',T ~ J' I ~ ~ I , ~ 'b""" fqr,lI(l applzcatron'o be comp/e'efor submlllaL aghough olher requrremrnts may be ~c.,sa'Y) 1 _ I nrainae-e Stud,;, Tvne iEDSPM Section 4.03.2)' /Note, UH may be substituted for RatIoRal Method) BI Small Site Study - (use RatIOllal Method for calculations) i 0 MId-Level Development Study - (use Umt Hydrograph Method for calcuJallOus) o Full Dramage Development Study - (use Umt fIydrograph Method for caJculanons) Environmental COhs.denbons: i I!!l Wellhead Zone Il"/;',d',-ji,.... cnoJ,oj/f:.,eJr2.11 fllllsldeDevelopment ~/A. ,II WetlandlR.1panan r-J / A - Ii; FJoodway/Floodplain- t-.ll A IR Sou Type loBe ~ \r,~ <::II~(J,,< ~ Other JurisdH:tlons !'it:>csIS ~<",v.:,~,( Downstream Analvsl~: I (iq}.. .:\>~t""t..- 0~b..n \ ,,-h<!(j) MFI~ <A \ \. \ d'''~(f-~k';'';''''- '1IIi ' 'l~-}.rIo..*o"'-Co!'(,I'f.5I\l-JCb.:zrIc>o.,.,... 1M N/A , 0 Flow ime for starting water surface eievlltlOll: o DeSIgn HGL to use for startmg water surface elevation' o Manhole/JW1cllon to take analYSIS to ..D.a1'" R...~...,\,.ed. Retunl,to Matt St"uder @ Citv of Sonmme!d. .mall: mstollderuucisDrinl.field.or.us. F~ ~631~ ReVISed 12/412006 Brenda Jo~es Onglnal Submittal 11/13/200i Ii 2i FAX 541 i36 1021 CITY OF SPRINGFIELD PW '; ~003 COMPLETE STUDY ITEMS (~r9t,~~~,u-;i~~~1?~lli~~j~~~IW!~ ,. Based upon the mformatIon provIded on the frora of thIS sheet, the followmg represenbi a mtn/mum of what IS needed for an apphcahon to be complete for submIttal wzth respect to dramage, however thIS lISt should no/ be used In lIeu of the Sprmgfield Development Code (SDC) or the CIty'S EngIneermg Des.gn Manual Comphanee WIth these requU'ements does lIDt COnslltute s.te appravaI, Adddumal slle specific Informatlon may I>e requU'ed. Note Upon Scopmg sheer sul>mma!, =1Oe completedlorm has been SIgned m the space provIded I>elow Intenm Design StandardsfWater Qpabty (lIDSPM Chapter 3) Req'd N/A IJ 0 All Don-bUIldtng rooftop (NBR) lIDperv10US surfaces shall be p.....tre.ted (e g mull1-chambered catchbasm w/oil filtratJon medJa) for stormwater quahty Addtnonally, a mll1ill1nm of 50% of the NBR rmperv!ous surface sball be treated by vegetated methods I!i 0 Where requlred, vegetatIve ._.~,"":r dOSlgn shall be consIstent 'Mth mtenm desIgn standards (EbSPM Secban 3 02), set forth by the Bureau of EnVIronmental Services (BES) or Cleou Water Semces (CWS) ~ 0 For new NEll. unpelVJous.,."" less than J5,OOO sql1m> feet, a StmplIiied lks,gn approach may be fullowed as specIfied by the BES far vegetanve treatment. I!I 0 If a stonnwater treatm0l11 SW1Ile JS proposed, subnnt calculallons/specIficauOllS for SlZmg, velOCIty, flow, side slopes bottom slope, and seed 1l).1)( consIStent With eIther BES or CWS reqwrements iii 0 Water QualIty calculations as requzred III Section 303 I of the BDSPM o Ii All bmJdmg rooftop mounted cqwpment, or other flUId eontalIllDg eqmpmentloeated outsIde of the bmldmg, shall be pTOVlded WIth secondary C~~=ent or weathcr reslSlant enclosure General Study Requirements (EDSPM Section 4 03) . 0 Dramage study ".o...~_J by a :?~;~onal C'VJ) Engmecr licensedm the state of Oregon. o g A complete drainage study, as requiTed mEDSPMSecUon 403 l,lI1(;ludmg ahydtologlcal study map Iii 0 Calculatlons showmg system capacIty for a 2-year storm evetlllllld ov<rflow effects of a 25-year storm event. o III The tnne Ofcon~oM~'Uon (Tc) shall be dete=ed usmg a 10 Ilmlute start tIme for developed basllrS Rev.ew ofDOW\1stream System Qi:DSPM SectIon 4 03 4 C) o ~ A downstrellIll dramage analysIS as described m EDSPM Secnon 4 03 4 cOn-sIt:: dramage shall be governed by the Oregon l?lumbmg SpecIalty Code (OPSe). o Ii!il ElevatIOns OrlDe HGL and flow Imes [or both crty and pnvare systems where appllcahle DeslgD of Stohu Systems (EDSPM Sectlon 4,04) 1m! 0 Flow Imes, slopes, run elevabons, pIpe type and SIZeS clearly mdlOaled on the pllm sel o III Miw.mum pIpe cover shall be 18 lDches for rernforced pIP<' and 36 mches for plam COncrete md plastte pIpe materJalB, or proper eng1IIeermg calcu1atJons sbaII be proVIded when Jess The .over shalll><: suffiC1ent to support an 80,O()() Ib IOaQ WItham fiuJure of the Pipe structure o ~ Manning's "n" values fur pipes shall be consistent wllh Table 4-1 of the EDSP All storm pipes sb.aII be desIgned to achieve a Ilmlmmln velOCity of three (3) feet per second at 0 5 pIpe full based on Table 4- I as well Otherl.Mzsc Iii 0 Exutmg ond proposed contour., located at one foot mterval. Include spot eleV8lIons and s.re grades shoWIng how site draz.os Ii! 0 Pnvate stormwater easements shall be clearly depicted on plnns when povato stormwater flows from OIle ". ",,_ 'J to another g 0 Drywells sball not recclve lllIlofffrom any surfaoe wlo bell1g treated by one or more BMPs, W1ll\ the exception of reSldennal buildIng roof;; (EDSP Secoon 3 03 4.A) Addzbonol proVls.ons apply 10 rh1s as tequn-ed by the DEQ Refer to the wehSlte www dpn state I>T ",lwQI2fOundwalluchome hcm far more mfonnabon. D 0 Detention ponds shall be deSigned 10 lmut runoff to pre-development rates for the 21hrough 2,-year <'torm events "Tlus/om, J!zaU h~ inckuie:ri as an attacl1ment, insirie tIIefront cover, ~/the SlOrnrwater mltfy I 1)'11:1....[..;:"..........,,-\1:..... ~ ~ ... .. I ,- u.... ~ ,1"Ii', "',' .... \~I _ 'I'ji~'.i. ,.1 ~:H:" '~;,~1,lh:".,~" . IMPtJ,RTAN1'_ ~NGlNEEJt,1'LEAs,f. ~ !U!LOW.AND~IYN,~-,;f:'I\C... ',~ ;q' -i',I' :lliF:f~;~! As the engxneer of record, ! hereby certtfj the ahara reqwred r-teli:l5 are complete 8I1d mclllded WIth the subuutted ~UJ..Il-Uw4ter - study and plan set ~ A 11 I / Stgnablre f~ ~ JI~, ~ I<.eVised 121412006 dnda Jones Date n . &jt{tFf9C~i\l~r1 JUl - 9 2008 Orlgmal Submittal JUL 9 2008 11 36AM l JREEN LAND TITLE CO - - - - - NO 6251 -p 1/7---~ ~ ~ /). ver reen land Title Company PRELIMINARY TITLE REPORT I "\ TO: BRANCH ENGINEERING FAX: 746-0389 ATTN: ANGELA RE: DILLON 7388 MAIN ST SPRINGFIELD \. ,/ Order reports and listing kits online at (W1Nwevergrf~nlandhtl" com) 'Pd9 9, 2008 ELT-54541 Date ReceIved JUL - 9 2008 Original Submittal - Main Office: 1651 Centenmal Blvd Sprml!fi"lrl flU Q7477 Branch Office: 875 Country (;llIh 11M"! JUL 9 2008 11 36AM GREEN LAND TITLE CO 4- ~ ~ ~ ~X~rgu~~u , TITLE INSURANCE SERVICEs' ESCROW CLOSINGS NO 6251 P 2/7 1651 CENTENNIAL BLVD. . SPRINGfiELD, OR 97477 po. BOl( 931 . SPRINGfiELD, OR 97477 PHONE 541 7411981 FAX, 541,7410619 875 COUNTRY ClUB RD . EUGENE, OR 97401 PO. BOX 10211 . EUGENE, OR 97440 PHONE 541 687.9794 FAX' 541 687.0924 Ju]y 9, 2008 Our Order No' ELT-54541 SUPPLEMENTAL TITLE REPORT Evergreen Land Tit]e Company 875 COWltry Club Road Eugene, Oregon 9740] Attn; Ken Boyst EstJmated PrelIDum for $300,00000 ALTA EXT. MTG Endorsements (Alta 9, 116,8.1) Re-Issue CredIt Gov't ServIce Fee $],23500 $100 00 ($238 00) $1500 Dear Ken' EscrowNo EU07-E14049 TOTAL $1,11200 We are prepared to Issue on request and on recordmg of the appropnate documents, a polley or polICies as applIed for, WIth coverages as mdicated, based on tins prehlIDnary report LEGAL DESCRIPTION: SEEATIACHEDEXffiBIT A Showing fee slmp]e title as of July 1, 2008, at 8 '00 am , vested m JUSTIN DILLON Subject only to the exceptJons shown herein and to the tenns, conilltions and exceptions contalned m the policy fonn No llabIlity IS assumed WltIl a full preImwn has been paId Date Received JUl - 9 2008 Onglnal Submittal CONTINUED --"IN OUR BUSINESS, YOu MATTER MOST"- JUL 9 2008 11 36AM ELT - 54541 Page 2 oREEN LAND TITLE CO NO 6251 P 3/7 - - - SCHEDULE B GENERAL EXCEPTIONS 1 Taxes or assessments whICh are not shown as exlstlOg liens by the records of any taxIng authority that levIes taxes or assessments on real property or by the pubhc records, proceedIngs by a public agency wluch may result 10 taxes or assessments, or notices of such proceedmgs, whether or not shown by the records of such agency or by the public records 2 Facts, nghts, mterests or chums wluch are not shown by the publIc records but whIch could be ascertaIned by an inspection of the land or by makmg mquiry of persons In possessIOn thereof. 3 Easements, or clarms of easement, not shown by the pubhc records; reservatJons or exceptIOns m patents or ill Acts authonzing the ISSll.'lllce thereof, water nghts, clalII1s or tItle to water 4 Any encroachment (of eXistmg Improvements located on the subject laud onto adjolmng land or of eXlstrng improvements located on adjoimng land onto the subject land), encumbrance, violatIon, variatiOn, or adverse Circumstance affectmg the tItle that would be disclosed by an accurate and complete land survey of the SUbject land 5 Any lien, or nght to a !Jell, for SerYICes, labor, matenal, eqUIpment rental or workers compensatIOn hereto tore or hereafter funushed, imposed by law and not shown by the pubhc records, CURRENT EXCEPTIONS 6 2008-2009 Taxes, a lien not yet due or payable 7. Taxes, Map No 17-02-35-42-00200, Code 19-00, Account No 1276912,2007-2008, a lien III the amount of $673 79, plus interest IS unpilld Taxes, Map No. 17-02-35-42-00200, Code 19-00, Account No, 4097190, as follows 2007-2008, a lIen In the amount of$183 96, plus interest IS unpmd, 2006-2007, a hen in the amount of $ I 8 I 12, plus Interest IS unpaid 2005-2006, a lien in the amount of$1 76.62, plus mterest is unpatd (Manufactured S1ructure - Assessed to Patncia Kathryn Delong) 8 Subject to the requirements and provisIOns ofORS 446 561 through 446 646 pertainmg to the registratron and transfer of ownership of a Manufactured Structure, and any Interest or hens d1sclosed thereby. (Assessed to Patricia Kathryn Delong) Date Received 9 Access RestrictIOns as d1sclosed by Deed to the State Hlghway COIl1lnJSslon Recorded March 20,1968, Reception No, 17991, Lane County Oregon Records JUL _ 9 2008 CONTINUED Onglnal Submittal JUL 9 2008 11 36AM ELT - 54541 Page 3 GREEN LAND TITLE CO NO 6251 P 4/7- - - 10, Rtght-of.. Way Easement, granted to the CIty ofSprmgfield, a mumclpal cOrporatIOn, actmg by and through Its Spnngfield UtIlity Board, and unto its SucceSSors and aSSIgns, mCludmg the terms and prOVIsIons thereof, by mstrwnent Recorded December 22, 1987, ReceptIOn No 87. 54997, Lane County Oregon Records 11 Covenant, including the tenus and proVISions thereof, by InStrument Recorded October 8, 1992, Recepbon No 92-56672, Lane County Oregon Records 12 Right-of-Way Easement, granted to the City of Spnngfield, a muniCIpal corporation, actmg by and through Its Spnngfield Ulllity Board, and unto Its SUccessors and assIgns, mcludmg the tenns and prOVISIOns thereof, by InStrunlent Recorded August 5, 1997, ReceptIon No 97- 52776, Lane County Oregon Records 13 MDU Broadband ServIces Agreement - Memorandum of Basement, granted to reI CableviSlOn of Oregon, Inc , mcluchng the tenus and ProVISIons thereof, by instrument Recorded April 16, 2002, Recepbon No 2002-029581, Lane County Oregon Records, 14, Deed of Trust, including the tenus and prOviSIOns thereof, executed by Justtn Dillon, as Grantor(s), to First American Title Insurance Co , as Trustee, for the benefit of RIta M Wafford, as BenefiCiary, Dated Apnl 7,2005, Recorded Apnl 12,2005, Recepl10n No 2005- 025806, Official Records of Lane County, Oregon, given to secure payment of a Note for $200,00000 (Includes AdditIOnal Property) 15 Deed of Trust, mcludmg the tenus and prOVISIOns thereof, executed by JustIn DIllon, as Grantor(s), to Amencan Title Group, as Trustee, for the benefit of Mary Ellen Mayer, as BenefiCiary, Dated March 15,2005, Recorded Apn112, 2005, ReceptIOn No 2005-025807, Official Records of Lane County, Oregon, given to secure payment of a Note for $50,750 00 (Includes Additional Property) 16 Deed of Trust, mcludmg the tenus and prOVIsions thereof, executed by Justtn Dillon, as Grantor(s), to Evergreen Land Title, as Trustee, for the benefit ofRUl Zhu, as BenefiCIary, Dated October 24,2005, Recorded October 27,2005, Reception No. 2005-085811, OffiCIal Records of Lane County, Oregon, given to secure payment of a Note for $50,000,00 (Includes Adchbonal Property) 17 ORS 92 012 requlIes that any divlSlon of an eXlsttng parcellS a partitIon requirmg Governmental approval Title Insurance coverage does not Include aSsurances that any lot conveyed IS a legal lot for planrung purposes Therefore, if the proposed transactIon mcludes a diviSIon of an eXistIng parcel, you should consult WIth the applIcable planmng authonty as to any requirements they may have as to the proposed transaction. 18 Any encroachments, unrecorded easements, violatIons of condItions, covenants and Date ReceIved restricttons, and any other matters wluch would be disclosed by a correct survey JUL - 9 2008 CONTINUED Onglnal Submittal JUl 9 2008 11 37AM ELT - 54541 Page 4 RGREEN lAND TITLE CO NO 6251 - P 5/7- - _ 19 Proof that there are no parties III possessIOn, or clamung to be in other than above vestees 20 Any statutory hens for labor or matenal, whIch have now gamed or hereafter may gaIn pnonty over the hen of the lI1sured mortgage, wluch hens do not now appear of record NOTE The address of the property to be insured herem IS 7388 MAIN STREET, SPRINGFIELD, OREGON 97478 NOTE. A JUDGEMENT/LIENIBANKRUPTCY SEARCH Was done for the name(s) JUSTIN DILLON, and as of July I, 2008, none were found NOTE- As of July I, 2008, there are no liens for the City ofSpcmgfield INFORMATIONAL NOTE' The current vesting deed and all changes back to the deed whIch vests ownerslnp 24 months ago are as follows WARRANTY DEED RECORDED A.pnI12, 2005, FROM MARy ELLEN MA YER, TO JUSTIN DILLON, RECEPTION NO 2005-025805 NOTE: SUPPLEMENTED TO UPDATE REPORT. Very truly yours, EVERGREEN LAND TITLE COMPANY HOME OFFICE By: JeffreyK. Walker AdVISOry TItle Officer CC: Real Estate Lending Group, Inc, Attn- Justrn D]llon (Fax No, 345-0091) Date Received CC Branch EngIOeenng Attn. Angela (Fax No 746-0389) JUL - 9 2008 Orlgmal Submittal NO LIABILITY IS ASSUMED HEREUNDER UNTIL POLICY IS ISSUED AND PREMIUM PAID IF FOR ANY REASON THE REPORT IS CANCELLED, A MINIMUM CANCELLATION FEE OF $200 00 WILL BE CHARGED 01. ,- ,<>' , \'- ,00 , \'- 00 " \'- 00 ," \'- o o '" ,,00 , \'- 6 WOOD Frlo/CL TO I?DAAIN ~ ~ . ^ o ,^ o o - " , I I I ~" A I LOT J 668550 fT 5902 SO FT (ruG ONLY) ,$> " , \'- EX/ST SAN J./H RIM'" 53884 FL OUT 10M /oJ = S.3JOS n. IN IO~ [ '= SJJ 38 F1. IN 6- W'" 5J346 ft IN 6- S = 5.33.35 ,~~ "" ,<>' "" ~' , ~' ( 6 WOOD rENCE TO Rfw,rN ,~ , hlNG CHCJR~ <;.U"i,nnr 9051 j I . N.W. '? p--.....-......--, o 30 rJ AC FAVM """I y.~~~)N~ 9 BAS( RocY J /' ---......... B~'t1--'ffL 12 1- 1--;1~ SUBGRAO[ -------....... ~ '<:! poltER ~ --<;>000 '::!r;"- TELEPHONE/CABLE 1--0000 0000 ~ WATER LATERALS ~ TYPICAL JOINT UTJUTY TRENCH DETAlL NOT TO SCALE B THICK CONCRETE PAVEMENT' .3500 PS FiELD STR(N{1TH I AS SPECiFiED , MIN. SLOPE, TENTATIVE SUBDIVISION FOR JUSTIN DILLON 1/4, S.E. 1/4, SEC. 35, T.17S., SPRINGFIELD, LANE COUNTY, DECEMBER 21, 2007 SCALE: 1" - 30' LEGEND R.2W., OREGON W.M. EXlSTWG MANHOLE D:lSTUG PROP~iHY UES @ fflCf'OSfD STORM SEIER IoW#-ICU PROPOSED PROPERTY LtJfS ~ 8:/STING POWER POLE WITH fXlSTNG CURB STREET LJGI1T PROPOSED CURB ~ EXISTING POWER POLE EnsTNG AsPHALT PAVNG - D:rS1WG FENC" L--.-~~ EXISTING CONCROE -ex w- EXISTNG irA TERlIE EXlSTWG (iIlAVEL ex SAN [X1STtVG SANITARY SEWER EX STlJ EXlSTMi STORAl Sfll'ER I PROPOSED SlJ(lULK EX GAS EXISTNG NA TURAl. G4S L-~ PROPOSED BlLDABLE AREA OHW EXSTNG OVfRJ-EAD .'RES OHP EXJSTI'JG OVERHEAD PD~:R . EXISTING Pi' TREE -SAN- PPOPDSED SAMTARY st'f,EJI ~ EXlSTNG -STlJ- PROPOSED STORM WATER OECOOOUS TREE -JUT- ~fu~Lfl8Lwv:rTER) OJ EXISTING TElEPHONE RIS9/ Ii PROPOSED AREA DRAI'I .0- [X1STNG mE ~Am PROPOSED DRMAGE Sll'ALf ~ ~' , ~ PRDPOSUJ ASPHALT PAI'I'lU PROPOSE!! EASEMENTS PROPDSf'D SPOT ELE\'A TIDIV SHALL BE NOTES ALL PROPOSe!) UTILITiES PLACED UNDERGROUND EARTH WORK NO Ct.. T OR FILL A T THIS TIME ~ D:lSTlNu SPOT ElEVATION PRQPUlTY CORNER EXlSTfNG SITE ELEVATIONS PROPOSED FLOIl ARROW IS PRO"'OSED ," , f I .)'2 cuss B CD'vCRfTE os t LI Y +~;..\." 'I I .,1;. \ l ,rH'ex STRAI'1HT SLOPE AT CDNTW'JOI.JS MINIMUM 9 T~K COMPACTED ASDHALT ENTRANCE TO GRASSY SWALE I 1/2 - 0 CRUSHED BASE ROCK \TAlLEY GUTTEP DETAIL W Bran~h ~ngllleermg, Inc~ ~! 310 Fifth Street Sprmgfleld Oregon 97477 (541 )746-0837 FAX (541 )746-0389 branchadmw@branchpn..,n....r n.. ,.."'..... M;;I'fOti(:A.): r REGISTERED l I L~ROFESSIONAL ~NC ~VEYOR ~ JAM~~:~~1~NCH tYl ,,~ EXPIRES DEe 31 2007 - ---- SPRINGFiElD MEMORIAL CEM[TEr;;>y MAIN 81 SITE ( I [' 11YIFACLtl VICINITY MAP C,rA, ,... -If' " ate Received JUL . 9 2008 THIS MAP IS TO ASSIST LOCATING PROPERTY THE COMPANY ASSUMES NO UABHnv FOR INACCURAOES N W+E S ~ ~~ ~:t , 22 ~#. ,.., t ~. ".-"- ~ h 2700 l, ~. Ii'. I.... (45 .,11. ,.. \ Jt<". ~ \l 2800 ,,, "i ""6 I.I,.~" "",,- -u h 2900 ,. \' ~ ~~ "P~ ~ 7 ,,, (), .....,..A" rn'. 3000 ~ ~ '" , 48 pr ,,' ,. .. 'f ./ ,.J'~..". ......JYI.~d ~ ^ r '" ~ COlaIESY or O'ERGREEIJ Ulm mu en. 7HtWl NA~ F r~..D#"'"y 1400 l ".I'~r 1500 ~~ 2200 ~~ . , .,.~, ..~ '~ ~ '" ~~ ~ ~ ... ,rU ..... /II~./ i2000 ~ af', ~ i~"~ ~ ~~,.~ .. , " . 200 114 AC ~ = ~ /.~ aOJ ~ r 'J!'4~""":r I), 113 ~ =" 27 /4.r~~ e: ]:> ~ ". ""rr"", ~"r. 29 r = ~ rt4 .11>:,; -N'~-. Ir+.,rs \0, ;;") .J ~~. 2a ~ ~. - (.~.<I.~" ~",," ~ E .Q -= ~ = = = \~. ;21 ,~] -'..-- .,,, .- 129 ~ ~ :l> .,..~~. ~:::~" '" , , ST. . ~ <: ~ = = = ~ ~ = -u: " 11"",,"\0 . ) ,.,. 20. f 122 123~... II ~ ..... a. ~b ~~ ~~ ~~ .~~ ~.l ~ f : If""".,.... 0: , .I.,,~I ~~"..~" _'1::1- /<1<1'1 ~ 300 124 ~ :l> = = 125 126 -i -i ~ ~ N 1'8.~~t: IZI3(l - ~~ t~ ~ \ '""' ~ . ~ ~~ 202 o 4~At': ~ gf II I ~. ~M-vl~C.~ t s.,~- __ l-'" ~*-~ '" '" ~ 1800 """""/4# '-,AI, "'/7.1..Q-r .r ,.,~ ~_ \. .......,.......,..c.l-.c,.., ... ,//rJ"4f'~I.LA A~,C: ~o I "\. HSl~, 7~~ ~ - ~h~ t ,Z5C ~~ ~ ~,.,., .. '" .. ~6~'/J J'~_ -----;: 1-'>> ,,~ -- -- t I? ,11 '" . ::::-' ...r,tP = Cl C" ....., ~ ~ ~ ....... ~ - -~-::.::...=....- u...______=-_.::.... _ STORMWATER MANAGEMENT PLAN AND DRAINAGE STUDY FOR Justin Dillon 184 73rd Place Springfield, OR December 21,2007 Preoared For Justin Dillon 340 W 1 yth Avenue Spnngfield, OR 97401 Branch Engineering, Inc. 310 5th Street Spnngfield, OR 97477 Phone (541) 746-0637 Fax (541) 746-0389 --"-";:<0_:::=>,.-=_:__ ~ Branch EngmeerIng, Inc. PROJECT # 05-269 Date Received: JUL - 9 2008 Onglnal Submittal ~torm DI alnage EvaluatlOn Justin DIllon STORM DRAINAGE EVALUATION Justm Dillon Sprmgfield, Oregon Tills evaluatIOn was prepared to summarIze the dtamage system proposed wIth the Justm Dillon development located at 7406 Mam Street m Spllngfield, Oregon (TM 17-02-35-42 TL 200) The SIte storm water desIgn meludes a glassy swale and plpmg Background The site area IS a portIOn of Tax Lot 200 Tax Lot 200 IS 1 19 acres, but only 0 9 aCles WIll be used for the Justm DIllon development A small portIOn of the eXlstmg llllpervlOus area consIsts of a manufactured home and associated parkmg lot The remamder and maJonty of the SIte IS a grassy field Currently, runoff from the SIte flows to the west of the SIte (See AppendIx A for Site Plan) The proposed development WIll reduect a large portIOn of the runoff to the City of SprIngfield publIc sto1111water system and sIgmficantly less runoff Will flow to the propertIes located along the west of the SIte Accordlllg to the SOlIs Survev of Lane County Oregon. by the Natural Resource ConservatIon ServIce, the soil at the SIte IS Pengra-Urban Land Complex (I06A) and Marcola Cobbl) Silty Loam (77B) In addItIOn, a soIl report from a geoteclullcal engmeer was also produced (See AppendIx B for SOlI Report) Proposed Dramage System The proposed stormwater treatment method IS a grassy swale The storm events that WIll be used to SIze the stormwater treatment systems are the water qUalIty storm (0 83 mches/24 hours) and 25-year storm (4 8 mches/24hours) The stormwateI treatment system was SIzed to receIve runoff from the Justm DIllon, the future development of the remamder of Tax Lot 200 (0 29 acres) and the redevelopment of Tax Lot 202 (0 42 acres) The grassy swale WIll dIscharge the runoff to a publIc stormwater system m 74th - ~ th Street Currently, tile stormwater pIpe m 74 Street ends approxImately 250 feet north of the proposed prIvate dnve The Justm DIllon development WIll extend the stormwater pIpe to the SIte (See AppendiX C for Proposed Dramage Baslll Map) The proposed grassy swale IS 87 feet long, 9 feet top WIdth, 3 foot bottom WIdth and approxImately 1 foot deep The Justm DIllon development (0 9 acres) was assumed to be 76 percent ImpervIOUS and the nmofffrom the water qualIty storm IS 011 cfs and durmg the 25-year stOlID IS 0 92 cfs DUrIng the water qualIty storm event, the hydraulIc reSIdence tIme m the swale IS 10 36 mmutes, which surpasses the POliland Stormwater Management Manual illUUillum of 9 mmutes Dmmg the 25-year St01111 event the depth ofwateI m the swale IS 0 7 feet, whIch prOVIdes a freeboard III the swale of approXImately 0 3 feet (See AppendI^- D) The grassy swale was also Sized to accol11ll1odate the pOSSible future runoff from all of Tax Lot 200 and 202 The total area IS 1 61 acres and the percent ImpervIOUS was assumed to be 75 percent The runoff dUrIng the wateI qualIty storm IS 0 20 cfs and durlllg the 25-year storm 15 1 62 cfs Dunng the water qualIty StOlID event, the hvdr;J.ulIc . uate Received. JUL - 9 2008 Branch Englneenng, Inc - Page 1 Onglnal Sl.lbmltt~' _ ,torm Dramage EvaluatlOn Justm DIllon resIdence tIme m the swale IS 9 06 mmutes, whIch surpasses the Portland StOllliwater Management Manual mmllnum of9 mmutes Drnmg the 25-year stoml event, the depth of water 111 the swale IS 0 93 feet, wInch provIdes a fleebomd m the swale of appro1.lmately 0 07 feet The mll1lmUm dIameter for an emergency overflow pIpe that can convey the runoff from Tax Lots 200 and 202 dUrIng the 25-year storm event IS 9 6 mches However, a 12-mch dIameter ovelflow pIpe [S plOposed as a safety factOl (See AppendIx E) Date Received JUl - 9 2008 Ongmal Submittal Branch Engmeenng, Inc - Page 2 A?? p~'IU iX A _ _ _...J_ ~ _ Date ReceIved. JUl - 9 2008 Onglnal Submittal 00 " ,,- EXIST STOR/wI /,lit -- ____ --=- l,X/:> I :;AN MH RIll!:: 5.3558 I t RI/J '" 53572 FL = 5.31 (+/-) 0 FL = 528 (+/-) o I .:;~ ....:tct;; "'it; I ...t. 1Il~~ ~~~;~ I t 4. ~~V) u -a"'~-r, ~ ><;Vl:n 2: ~ """,-, ~-...:;' I :;r- li1>c' ~Q.. ~1ro.1ll~__50 R/W_ .o:t....~ 6 WOOD 1:;'" ~::i?:,.I.: I ~ I ....: ~ ':; "<l - ..ITNC[ TO-J I' I "-lP~ ~~4' C1) t-t;?J" ~.... .$REIAAIN I WEST .;l' III m'''i''.it>(~2:;r O~ , 0 I' (,,, -I' ~~t g;:2: ----ff-~---l->'~-:---.:;-. ~...;1'..~ ~&::! ~ ~~ . '" I ' .$' "" ~X'" ~ [::t '.E "''i'1 .~~ ? \ l'- \ ~)C: i ,if \~X~~~I /" ' ~$ ~ft ~ '\ q,'t'-............. [X S- SAN;} "A" S1 , I '" - ~ "" '- ~f ,;....;.25 .i''> ~ .1'$..... .iJ~ ='-~ L 4:5_' lD~W~_ _ -J~" -(I".Q. - - =0 15- W=APPROX 196 TO - -FIRE HYDRANT 17....3----1 ~ ~6 WOOD ..,. rENcr TO Sf . RCuOVro ,~ , ,'- ["'~" , URV!: DELTA RALlIUS ARC I lONG CI10RO _ I rl nT1() mr fiot mn ~44 'i1 en F qn <;1 " " a/Sf SAN Alii RI/J = 53884 n our 10. N = 5.3.305 n IN 10. r => SJJJ8 FLIN6~W=53J"'6 Fl IN 6 S:: SJJJ5 " x~ ,x 4' ~<f> , ,,, $' x EXISTING SIGN TO BE RELOCATED ~" 6 WOOD trUCf TO Rfl.lAJN < ~ -4W1Rf~ Ff.NCf TO v.'h........... ~ ~ :'~~'"~V~ __ ~_~: ~ ~~ x ~ ~ ~., $'" .... o ~ ~ x .j" .:l " x' SOILS TYPE 778__ SOILS TYPE lOB.! 00 " ,,, -- , -- " x " , , -"' "...... ,'l.'\. "" , , , \ \ \ \ \ \ \ \ \ \ \ x ~" X4" " 00 , ,,, 71 6 WOOD Ff.NCf. TO Rf.I.IJ../N T) 00 ,- ,,, ,..- I~Q I 1:1>.... -4 WIRf .. ----l ~i; 0 FENCf TO .f' I ~ ~ BE Rfj,jovmX , ~" ~~ ~: ~"-x" I ~ ~"'~; "~ ~~ ~., ~...I i::::.... POWER POLE TO ~ \ ~ x"'" ><.d 8~ Bf RfJ.lOVED~ ,.'" ~.~ ~ 4 >i~' o~r ' "'x.... --n- 4' x'" .. ~" .,oJ< x ~" 4' 782200 W "l. "''', .:t. 4''' 1 ROCK~~ RfTJ..IHING "," WALL .;>.... / /' /' ~fJ!:l ~ -, (XISTING SAN SewER TO Bf RfLDCATfD (APPROX LOCATION) o o . , N -:--- ,j' ,p .... o ~ . o o o . 1.- ~~,~.~ r " .P sons TYPE 77B . .;.~.. " x' , ~ x ~, ;., ~'" ~ x x '. ,x . of ",0 ../ ~' / / L S WOOD Ff'JCE TO Rfl..,I,1N X~" " x' SOILS TYPE lOB.! / / %, / / , ~" L[GAL LOT '\-X ~ PER DEED R[CORDED MARCH 7 1969 /' . RECORDING NO 56282 /' , / o]'v ---.~ >!"., /'/'/' ~~ ~~.,~~ %./'/' .. i' <f 0/''' ~ // ----"<.,i" "...0/''' . '\~ 6 WODD ~ ~__----- II ~.. .,~"> 0]''' FENCE ., -7 . ).1'--- o I ROCK .r~ / ~ ~ ..'" RITAINING .j''' 1 ' fX/STING CARPORT ~, i:or j~' WALL. I // ~ ~,.x:~~" .. , ~L--4_--'i1f' t\ / .-----=-- 0 ~"" C\J ,.," 'l. \ - ___ _ - ~... '\T -5." _--.r-- -- -- , -- DaSnNG" ~ ~ ::> ....~.Ji'" 'l.J<.t'lt"} EXISnNG RrS/OrNC(I\ ' ~7 pur .r" ollW "" SOIlS 5:: - ~"''\,'''.:r~.,^\7388I.1AINST _' ""'.1'''__- ...- _-- I TYPE ,__ iF' >f "l .," of \0 HIGH , 6~- - .,.. _ - _---~ ~ x ___ ~ lOB.! --'" I xJ'.,'X \ -.J RrTAJNING ~__--Ot:iW .f!-ElC1Z-w- ... --~, ~w,u ----~.> l _ <l' ,- .-- - \:P . .; -.o;.L '\, -, - -- - ~ 75 x - - ~ .,t' -0 .~ --.! /" ~..~ ~ ~71rZ200 E~..J-- r~. _.:;:;:.-- '':-a ,c- w- ~ '-\~"1 x." ~' - " " - x'';n..---''" _ - - ,'j ----......' EoT - 'f '.u-~"" -- ,"> - STR D ~,\ ;",.",.0 ," ,'0' - ~ - -~ --'--~ - ~ >rAIN __---- ____ ~~ X' -c-. ~- rJ15 Z~N~"""-E)l: \2- #'~ --~..- \ ~ _ -- 1"l1fN~)~ s.-- l~ ... .,> , 6 WOOD FtNCf. TO R(w,1N ..-1 a a <\J ,.(I: .-' I RDCK X RfTAINJNG WALL ..t'lt. '" ~' ",' ,0' ,,, " ",' y f- a -J ",0 , <" >< '" f- a. ;jj >< ~ ~~ ~-- EXISTING CONDITIONS FOR JUSTIN DILLON 1/4. S.E. 1/4, SEC. 35. T.17S., R.2W., W.M. SPRINGFIELD, LANE COUNTY, OREGON DECEMBER 21, 2007 SCALE: 1" - 30' N.W. OWNER &, APPUCANT- JUSTIN DILLON 340 W 17Trl AilE ~UG~NE OREGOII, 97401 EXISTING USE SINGLE F AMIL Y DWELLING DESCRIPTION TAX MAP 17+0235 42 TAX LOT 200 ELF:VATIONS llA.SED ON' CITY OF SPRiNGF!E!.O DA rUM' FOUND OREGON STATE HIGHWAY DEPARTMENT BRASS CAP 06/4 AT TOP wEST KALL CONcrETE DITCH 4 FT NORTh OF PIPE BENCHMARK P28 r72ND 8. MAIN) RECORD [LEVA nON 54075 ZONING LDP LOW DENS TY RESIDE'VTlAL rTHIS INCLUDES PROPERTY WITHIN 100 FEET) METRO PLAN DESIGNATION LOR LOW DENSITY RESIDENTIAL rTHIS INCLUDES PROPERTY WIT,..,IN 100 (TET) j . '? pc-:.o-- -1 o 30 LEGEND fXlSTI>JG PROPERTY LIoJES EXlSTWG MAN'IOLE r:xsTNG ~8 EXISTING POWE1? POLE EXISTING ASPHALT PAVWG ~ WITH STREET LIGHT fXJSTMi FENCE ~ EXISTNG POWER PO....E -EXW- EXiSTWG WATERLIE EX S~N EXlSTWS SANiTARY SEWeR "' PHQPfRTY CORNER [X G.<S EXiSTrVGGAS EXISTING SRAI'EL DRfVC OHT DlSma O~!EAD mEPfClt OHP fXlST/tI.'S OV::RHEAD POWER ~-, OHW fXlSTM OVERrEAD WJfI.ES EXISTING CONCR..."1c L__ -- -- SDl..S ZONE BO/.N)ARY fXlSTNG SiTE ELEVA nONS . EXISTWG rn TREE rn EXlSTWG Ttl.EPHOtE RISER ~ rns"" o::ctJUOUS 0. EXIST~G FfiE HYDRANT TREE ~ EX1STNG SIGN ~ EXlSTwa FIR TREE ,..p" TO B( REMOVED X EXISTING SPOT EL::VATIONS ~ EXISTtJG o.:-crx.ous TRE: TO BE REMOI'fD WATERCOURSES NO itA TERCOURSES OR RIPARIAN SETBACKS ARE LoeA TED WITHJN OR NEAR THE PROJECT SIT[ ACCORDlr.'G TO THE WA Tm OUALlTY LIMITED WA TERCOURSE MAP FLOODWAY BASED ON FIRM MAP NO 41039CI167 F EFf:[CTI....E DA TE' JUNE 2 1999 THIS PROPER T v IS IN ZONE X AND IS OUTSIDE THE 500 YEAR FLOODWA Y SOn. TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY THE EXISTING SOILS ARE PENGRA-URBAN LAND COMPLEY (tOGA) WHICH HAS A SEASONAL WATER TABLE 15 TO 25 BELOW EXISTING GROUND MARCott. COaaL Y SIL TY CLA Y LOAM /77B) K'HICH HAS A SEASONAL WATER TABLE 35 TO <15 B[L 011 EXISTING GROUND TIME OF TRA V1l'L. THIS PROPeR TY IS OUTSIDE THE ZONE OF CONCEI\, TRt. TlON (99 YR TOD ~ Branch EngmeerIng, Inc ~j 310 F'1fth Street SprmgfIeld Oregon 97477 (541)746-0637 FAX (541)745-0389 branchadmlnGbrancbengineerrng com CIvil Structures TransportatIon. SurveYIng -J ~ I ~ -~ ~~ <~ LAJ: I-'L~;) ~~L i 1fcJj LsL." r~' ~ -= ~L--... MEMORIAL r---l Cnl::"'ERv -- 111U~R-L~1 I~ VICINITY MAP SCALE' Nn/ll~ (;~te Received IWUl - 9 2008 A??3~\LJIX B Date Received JUL - 9 2008 Ongmal Submittal JUl 9 2008 11 37AM ELT - 54541 Page 1 ofl Legal DescnptlOn GREEN lAND TITLE CO NO 6251- P 6/7 - _ EXHIBIT A Begmnmg at a pomt on the North margm of McKenzIe HIghway, bemg North 3010 92 feet and East 862 62 feet from the Southwest Comer of the J Looney Donatzon Land Clmm No 85, III Townshrp 18 South, Range 2 West of the Wlllamette Meruhan, thence North 400 33 feet, thence East 195 89 feet, thence South 36000 feet to the North margin of McKenzie HIghway, thence along sard North margm South 780 22' 00" West 20000 feet to the Pomt ofBegmmng, in Lane County, Oregon EXCEPT that portIOn platted m BEANEL ACRES, as platted and recorded In FIle 73, SlIde 362, Larle County Oregon Plat Records, III Lane County, Oregon ALSO EXCEPTING BegInning at a pOint on the North margin of McKenZie Highway, being North 3010 92 feet and East 862 62 feet from the Southwest comer of the J Looney Donation Land Claim No. 85, m Township 18 South, Range 2 West of the WilIarnette Mendtan, thence North 150 feet, thence North 780 22' East 1250 feet, thence South 105 feet to the North margIn ofMcKellZle Highway, thence along smd North margm South 780 22' West 125 0 feet to the Pomt of BegInning, In Springfield, Lane County, Oregon Date Received JUL - 9 2008 Onglnal Submittal Nov 16 2007 8,46~M U';SERJET FAX P 1 Infir,atJon Data Worhshee! Sept 2000 Input VVldth of Test PIF Length of Test Plt= Depth ofTesl P~ Gnll::a1 Head= Vol Of Water Infil= Start deptn to Water= End depth to Water- Length of T est= Flllable Poroslty= Drvwell Galculabc<ns Input Drywell diameter- Annulus Space= Ave depth af Wa er= Inehfgalfmm 3 3 24 o 1 o 025 60 035 3ftOD Oft 3ft ~on 05-269 ~P-1 en border of Lot 5 & 6 North- e~ f Effective Area ofTest Plt= Vol Of Water= Rate of Fall m Weter Helght= o sf 01 CT 000 Inlmln ~ Depth of WeHlng Front= Median Height of Water= Head Loss= Hydraulic Conductlvrty= 61 ft 20ft 133 o 00 mlmln 002 ftlhr ...; = EffectIVe Area or Drywell= Rate of Infiltrabon (ull)= 7 sf o cflhr 1 gaVhr o 2 galfnr ~ '... = Rate of 'nfiltreaon per sq ft (u~)= Date Received JUL - 9 2008 Original Submittal Nov 16 2007 8-46AM ( , LASERJET FAX P 2 Infiltrallon Data Worksheet Sept 2000 (Man 05-269 TP-2 on South bord~r -Of Lot 1 ~ Input Inch/galfmm Width of Test Plt= 3 Effective Area of Test PI t= o sf Length of Test Pll= 3 Vol Of Water- o 1 of Depth afTest PI!' 24 Rate of Fall In Water Helght= o 00 m/mrn ~ errtlcal Head= 0 Vol Of Water Infi = 1 Depth of Wetting Front= 61ft Start depth to Water- 0 Median Height of Water- 20ft End depth to Water- 025 Head Loss= 133 Length of Test= 60 Hydraulic Conductlvrty= o 00 In/mln Frllable POroSlty= 035 = o 02 ftlhr -==- Drywell Calculations Input Drywell diameter- 3ftOD Effective Area of Drywell= 7 sf Annulus Space= Oft Rate of Infiltration (ult)= () cf/hr Ave depth of Wa-er= 3ft = 1 gal/hr Rate of Infiltration per sq It (ult)= o 2 gal/hr c-- Date Received JUL - 9 2008 Onglnal Submittal Nov 16 2007 S-46AM LASERJET FAX P 3 InflltratJon Data Worksheet Sept 2.000 Dillion Q5-2.69 TP-3 center of North end ~ Input Inchfgal/mln Width of Test Pit' 3 Effective Area of Test PIt: o sf Length of Test PII= 3 Vol Of Water- 01 cf Depth atTest Pi\', 30 Rate of FallIn Water Helght= 001 m/mln ~ Cr~lcal Head= 0 VolOfWaterlnfll= 1 Depth of Werling From= 61ft Start depth to Water= 0 Median I-felght of Water= 25ft End depth to Water- 05 Head Loss= 141 Length of Test= 60 Hydraulic GonductlVlty= 001 In/mln Flllable POroslty= 035 = o 03 fIIhr d!::=:- Drywall Calculatlws Input Drywell diameter- 3ftOD EffectIVe Area of Drywell= 7 sf Annulus Space= Oft Rate of InfiltratIOn (ult)= o cf/hr Ave depth of Water- 3ft = 2. gaVhr Rate of Infiltration per sq ft (ult)= o 3 gaVhr - ~ Date Received JUL - 9 2008 Onglnal Submittal APPENDIX C Date Received JUL - 9 2008 Original Submittal / OISTSTCR)l1lll~ R/.W .53.5.SB I 11 '" $J"I (+/-) ,,~ ei~ _ *' ::t:::r;.:!; -~... ~...~ Hii!'; . ( , "\ ,.>" ." -i lHUIlPlJfWl~ '---"------- - L l~~ ['012) II \ , \' I f I I ",/ A I '~~'~i ( 90' X 9' ~ZrW~E, II X GRASSY- cL i I~ SWAL[ --+ __" . I:~~ '~,j , I I -----:; G> _ Ie' 17, :'1') " L- --fJnC: , h' n53E8 I' J7l"", / .'" - ... , ,,' /" 1/ ~ J{7~ ~ / / /- ,,,erIn/(, Inc. / ' ~/"on 97477 ~ ~ FAX (541)746-0369 a@branchengmeerlD om ~Tran5PortatlOn . SurveYIng / ,<S' , .. "if' .. ,~ .. ,# .. EXPIRES DECENBER 31 2007 t-~ t~= e .,. 1 ..~~ I I ,". ~~ ."to'l ,~, I "'""l ".. , :1:: I: ~~~ - \:~ / " I",~?;-> "I' fl1 ~e ~}; ~ ~~ ~ >c ~ B~ ~ r- G)G)DG1~ 1T1F" fT1 ~ ~b ~ ~ \] [0 <: (J) 0 ~ ~CJ} ~:b. -J......c::::::: :2: -.::: oen en 0 r- lO2 -- I\) ~ as:t:. 0 ,..,.., 22 I\,) co bQ Q Q<= IT1 ~ ~;g~~ ~a a "0 co @ ~ ~ 0-, I I ffi o .~ ;;; o PROJECT TITLE JUST/lN DILLION DEVELOPMENT 5PRINGFlELD, OREGON DESCRIPTION PROPOSED DRAINAGE BASIN MAP / A?-)-:~\~ ~)-;-X Di -- - -'--'-- - -- Date Received JUL - 9 2008 Ongmal Submittal Grassy Swale HydraulIcs DUring Water Quality and 25-Year Storm Event Justin DIllon Development Which IS a PortIon of Tax Lot 200 Client Justin Dillon Job Number 05-269 SANTA BARBARA UNIT HYDROGRAPH MEHTOD Input Data Pervious Area Pervious CN Impervious Area Impervious CN Assumed Percent Impervious Basin Area 25 Year Storm Water Quality Storm TIme of Conc Computed Results WQ Storm Runoff 25 Year Storm Runoff o 22 ac 79 (-) o 68 ac 98 (-) 76 % 090 ac 4 80 1n/24hr o 83 In/24hr 10 0 mln (Assumed) 011 cfs o 92 cts HAESTED METHOD'S FLOWMASTER Input Data for Swale Bottom Wldlh Left SIde Slope Right SIde Slope MannIng's n Channel Slope Grassy Swale During 25 Year Storm Depth VelOCity Flow Area Flow Top Width Wettell Pen meter Cntlcal Depth Cntlcal Slope Froude Number Grassy Swale During WQ Storm Depth VelOCity Flow Area Flow Top Width Wetted Penmeler Cnllcal Depth Cntlcal Slope Froude Number 300 ft 3 (HV) 3 (HV) 025 (-) o 005 tuft 07 ft o 26 fps 3 57 sf 72ft 743 ft 014 ft 187 tuft o 06 (Subcnllcal Flow) 022 ft 014 fps o 81 sf 433 ft 44 ft 003 ft 2 85 tuft 006 (Subcnllcal Flow) HYDRAULIC RESIDENCE TIME DURING WQ STORM Input Data Proposed DIstance VelOCIty Computed Results Hydraulic ReSIdence Time 12/19/2007 915AM 87 ft 014 tus 1036 mln Project Justin Dillon Location Spnngfield, OR Date Received JUL - 9 2008 Original Submittal Z 12005\05-269 JUSTIN DILLONIStormwaterlStormwater Repor1\Current-Grass Swale Hydraulics Grassy Swale Hydraulics Dunng Water Quality and 25-Year Storm Event For All of Tax Lot 200 and Potential Redevelopent of Tax Lot 202 ClIent Justin DIllon Job Number 05-269 SANTA BARBARA UNIT HYDROGRAPH MEHTOD Input Data Pervious Area Pervious CN Impervious Area Impervious CN Assumed Percent Impervous Basm Area 25 Year Storm Water Quality Storm TIme of Conc Computed Results WQ Storm Runoff 25 Year Storm Runoff 041 ac 79 (-) 120 ac 98 (-) 75 % 161 ac 4 80 m/24hr 4 80 m/24hr 10 0 mln (Assumed) o 20 cfs 1 62 cfs HAESTED METHOD'S FLOWMASTER Input Data for Swale Bottom Width Lefl SIde Slope RIght S,de Slope Manning's n Channel Slope Grassy Swale Durmg WQ Year Storm Depth Velocity Flow Area Flow Top Width Wetted Penmeter Cntlcal Depth Cntlcal Slope Froude Number Grassy Swale Durmg 25 Year Storm Depth Velocity Flow Area Flow Top WIdth Wetted Penmeter Cntlcal Depth Cntlcal Slope Froude Number 300 fl 3 (HV) 3 (HV) 025 (-) 0005 ftlfl 031 fl 016 fps 1 21 sf 486 fl 496 fl 005 fl 252 ftlfl 006 (Subcntlcal Flow) 093 fl 03 fps 538 sf 858 fl 888 fl 019 fl 169 ftlfl o 07 (Subcntlcal Flow) Project Justm Dillon Locallon Spnngfield, OR HYDRAULIC RESIDENCE TIME FOR GRASSY SWALE DURING WQ STORM Input Data MInimum Distance Velocity Computed Results HYdraulic Residence TIme 12/19/2007 914AM 87 It 016 flIs 906 mln Date Received JUl - 9 2008 Onglnal Submittal Z 12005105-269 JUSTIN DILLONIStormwater\Stormwater ReportlFuture- Grass Swale Hydraulics STORM PIPE O/lTFALL OR GUTTER RUNOFF 0 ~ lC :5 !!!. en l- I: c: r:r r- 3 I ;::;. c..o - !!!. ~ c::> ex> o STORM PIPE OUTLET OR --~ GUTTER RUNOlcF L L 05t SLOPE \... '?~'~Ic ~' Ay ~2liIiBB1 CLASS 100 _J ~ -rJ- r' RIP-RAP I 6" X 6' PC CONCRETE "LEVEL -SPREADER" rlLOW 50' SPAelNC SPREADER) J c-, A r ~,~," ~v v v , I ~ I '.I U '" '" " A "' " i, ~ "'> '" "' '" -4'-- .v >.l--..!.. v 'v v ) L -SWALf BOTTOM /2"-- SECTION A-A a"--- PLAN VIEW I J' TOP WIU T1' 3' BOTTOM WIDTH ~ ~~ ~,~J/ SLOPE 31 SLOPE -\i'.-d,;)k~~ .- 0~~ :\I\f\/~---l'0<:'<'\.-': (\) /;-/0~ " -"iC 0j/,"0j/,"0j~Ir~{~r-V~{/--V~VAIr0j/,"0j/,"0j/," ::IcY"- ' ~'\ ';'" ;;0 ~,.-; ,,;')/~ ''', -, " ' ~:;:'0 ~ '0', CD / ij 'l' W ,,\~ l' 'J ~.N l' .' I . .. ~(~,,,,,.,\,,,",<,,,,,,,, ~ ~~~*~$~l~~'k~~~~~~~%~~~~~~~~~~~~~~~t~:t~ (\) /, /, / u /, /, /, /, /~v,'/,'/"v,'V^/,'~/"v"v"v, /"",/"v"/,,v,,;;::.;-;::.v, ,v, \.-' " ... , , o..PfRMA8LE nLTfR FABIIIC-.-l TYPICAL CROSS SECTION N4TIVE SOIL /2" MINIMUM /Or SOIL DEPn/-' STORlYfWATER GRASSY SWALE SCALE NONE _I I," DEPTH ApJ~N -x E ___ -LJ U -L Date Received JUl - 9 2008 Orrglnal Submittal MinImum Emergency Overflow PIpe Diameter DUring 25-Year Storm Event for all of Tax Lot 200 and Redevelopment of Tax Lot 202 Chent JustIn Dillon Job Number 05-269 Project Justin Dillon Localion Spnngfield, OR HAESTED METHOD'S FLOWMASTER Input Data for Pipe Slope Manning's n Discharge o 005 tuft 0011 (-) 162 cfs Output Data for Pipe MInimum DIameter Depth Velocity Flow Area Cnlical Slope Critical Depth Percent Full Froude Number Full Capacity Qmax @O 94D 08ft 08ft 3 26 tus o 5 ft^2 o 0065 ft 058 It 100 % Full (-) 1 62 cts 174 cts Date Received JUL - 9 2008 Original Submittal 12/19/2007 915AM Z \2005\05-269 JUSTIN DILLON\Stormwater\Stormwater Report\Future Emergency Pipe Capacity