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Home My WebLink AboutApplication APPLICANT 1/30/2008 Applicant Name: Company: Address: 12073 Musket St., Euqene, OR 97408 Applicant's R~~.: I St~c~Sa;l;d~-~- ---- Company: 1 Branch Enqineerinq, Inc. Address: I 310 Fifth Street, Sprinqfield, OR 97477 p-;~p~~ O';";e;: IS~~~-L~~;h~~ -- - - --- - ------ -,,- - ---TPhone Company: I Summer Development 1 Fax: Address: I 2073 Musket St., Euqene, OR 97408 City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 land Division Application, Type II Subdivision Tentative, Partition Tentative . -, Scott Leatham 1 Summer Development. ASSESSOR'S MAP NO: 17-02-34-32 Property Address: 6002 Main Street Size of Property: 29,366 Proposed Name of _S_ubdivi.slon~ Scott Leatham Description of Proposal: .fA PRE.SUBMITTAL REC'O JAN 3 0 2008 541-912-1122 I 541-683-8586 Phone 541-746-0637 Fax: 541-746-0389 I 1 541-915-1122 -1 541-683-8586 TAX LOT NO(S): 600 Acres 0 Square Feet [;'gJ Create a Medium Density Residential, 6-lot duplex subdivision. Reference City number for DIM (ZON2007-00045) on September 27, 2007 Existing Use: Residential # of Lots/Parcels:. 6 Avg. Lot/Parcel 4894 s Density Zoning: Applicable Refinement Plan: Location: City Limits 0 ~ssot:iated App!!c::ati~!ts: "loN lcXyt- 000 Pre-Submittal -~~,~: g;-l)Doli5 -- Case No.: r ,~Cy.wOL Date: Case No.: Date: Application Fee: $ :5 310 Technical TOTAL. FEE'S $ '=3>5lp p\QJ ?Ool--ood]'2- , . ~ . Overlay District: Plan Designation: Urban Growth Boundary 0 iJ30100 . I tv\. tL W'\ Reviewed by: Reviewed by: Postaqe Fee: $ $ ,; Steps in the Proces"" 1. The Applicant Submits a Pre-Submittal Meeting Application The Pre-Submittal Application is mandatory. Please refer to the Springfield Fee Schedule for the Pre"Submittal Application fee. The submittal package must conform to the application completeness checklist attached to this form. You are required to submit 7 copies of the submittal requirements packet for pre-submittal review. Pre-submittal meetings will be . conducted every Tuesday and Friday between 10:00 am and noon. We will strive to conduct the Pre-Submittal meeting within five to seven working days of receiving the application. PRE.SUBMITTAL RECIO JAN 3 0 2008 2. Applicant and the City conduct the Pre-Submittal Meeting We strongly encourage you, the owner and design team to attend the Pre-Submittal meeting. The meeting will be held with representatives from Public Works Engineering and Transportation, Community Services (Building), Fire Marshall's office, and the Planning Division. The meeting will be scheduled for 30 to 60 minutes. The Planner will provide you with a Pre-Submittal Checklist at the end of the meeting specifying the items required to make the application complete-if it isn't already complete. You will then have 180 days to make the application complete for submittal and acceptance by the City. 3. Applicant Submits a Complete Application When you have addressed all of the items on the Pre-Submittal Checklist, please submit 18 copies of the complete application to the City. A fee will be collected at that time and the 120 day calendar review period will begin. When the Planner has prepared a draft land use decision, the draft will be mailed/faxed to the applicant/owner/design team for their review. At the applicant's request, the planner will schedule a meeting to review the draft with appropriate staff if certain issues need resolution before the final land use decision is issued. Owner's Signature This application will be used for both the required Pre-Submittal Meeting and subsequent complete application submittal. Owner's signatures are required at both stages in the application process. An application without the Owner's signature will not be accepted. The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre-Submittal.Meeting. Owner: ~ (1,~ Signature Date: /-17-08 Scott Leatham Print l1puicp.,-1 11 f')fll,)flfll. Rrpnno:t lnnpc.' tAlN' ~ :t H- (j) l(,) , (fJ \...11 i OF SPRIl'l46FIELD VICINITY MAP PRE2008-00010 6002 Main Street A-S CD ..!J I l+- E) rn SITE Map 17-02-34-32 Tn. Lot 600 Nortb + . I1III . I~ ~i N. "A" ST. "~::AH-_ - -::- - -j-. -:-:- 1- r~f;~1'1~t:~~~H<<i-~. t"" SA" .- -- -. -- ~l;i F.n"'("r).~oo'~' N W ......f!r .. ,,-rlIH(r)_4ff47.. . . E'~ l :l ," n. 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'" l"---- ~-- ----~~--~---------~~----'e:x. n-Il'-:-:---;-~__i-- U. 11' 11'_ 1-:- I -1- ~~ --: ~ - - - -0. 1 + -:"1' Emr,,\3 L1:_."'t~ " , " ~~~;,ro f 7'"!'_I, -'.J' ", .. ,<I' " ',<l' .,. _-~n-.--\l., " ~--" .-----{)(. 1"- SAoH-'<9.-+" ----, 2"~,~ Unln"IGSJlHITAAY"~ , mw.. ~1I..f . . .a"n.lfc}...,.B. !.a'flCUt(wJ."'_", ~ - -- ---,- -(}t. .- aA~~ + I 1 I ~ '------c:x, I rAX MAP 1~-02w34-;2, TAX LO'f6OOl ,~ TENTATIVE SUBDIVISION FOR SCOTT LEATHAM 1/4, S.lf. 1/4, SEC.. 34, T.i 7S., SPRINGFIELD, LANE COUNTY, JANUARY. II, 2008 SCALE: 1" = 20' R.2lf., OREGON. If.M. LEGEND -'~-:-'D( "'--- .--.O$illl-,--( ',--uS,^,- - -OGIIIl--,-- U'lfrr/fJNl<O"FRlrUIE:Il rRrY'f:IMnf'lllTf!llrlM:B [.~rN:l (UlB EXlSTMlfUfCC E>1I\'IMlI'''lII.I\I!: ilfflaHff.'J,f'llEIVI EJtlSmDSICArI'AlE/l ElfI'ITmH4/l.RAl.GAIl .Jt 0-+ E.,!!,rH(lIlolN'OXE EIllSIr.urOlUlfttEIlIJj SllIEl:IllGH'.....'RM'7CfDt;II . E!fI$......roIr[Rf'OtE Pfl~f"'CCIllM;:R c=J UlSrmfTriC/I€lC: ---"-""'""-' -- -:"UGll'--;,- -.A)r- - 'W,--;- U"H"""IIfRIF.AD""fS :=:=:==: E)(ISrmlU'lJlt:<lOlmll'flEl; "HENUIE'..~fJfR""II:.IOOlllf.l A Mfllti'JTJI(IOl -~ - P.l@. fRWOt!f;os.wrAR'SOf)fIIlE/fOf~ Il'HA-f'lAlrJlJllFORf;/fOIlar~. I'IIO"05Ell FfR\'OIS.ISI'JIo\l.r P~,'oll . . /'.~ SlfEflf;VAlIOOS - #':0 /lO'AM(l1' X (-"lIIrIG!:ro,nCVATN:M , " 1Pl!l."A!II.(AI!EA EXfSINJ "!TflE( EXlSrNJ oc,~ ,~, fflCI"!:ISUI(fI'fJrfLCVMaoS ""-,;i',' '" m N . .,. [XlSIl'fG"fVf~lE/l E.<lSrU:lnmQ'E/IISffl EJaSIr/GIMl.fIO. fnsr""rEtm<ato(vou.r' E:\1S111aFIlfHl'MAIII, EllSmDSW1-tY~ VALve: e:mrN;'~fII8Il' c,mrm~MCH8JlSll EARTH "'ORK: NO CUT OR FilL IS PROPOSED AT THIS TlME. . D FIRE ACCESS: . /I-€JfRlTUSEORI\IfIl'AY n.L BE 20' 1IVf./JfUVEIf'MstNACESHAll SlRFORt All 80,000 Las: r,FOSfD lO,olD. .NO PAflKIYG FilE lANE' 6/GNS SHALL BE INSTALLfO AOJ4CENT fO IHfMIVE ON80fll SIDES OF' TlIf: DIll\'EWAY. TIle DR/VElI'AY FIRE ACCESS SHIlLL8El1NQ8srRUCTEOPfR SFRNSFELO FilE CODE, NOTES: I. TRtES TO BE REMDVfO Df.KIING Bl1ll.fll\JGCONSfRvcrlOO. 2. ALL PflorOSEO UTR./TIES SI/AlL fiE PlACED UNOERGROIJt>{l, ". SEE srORMIfATEfI REPOIIT FOR FER\I1OUS PAV(:MENT DESIGN. ROOF DfMNAGE:JlM)/JRlIIElt'Arti'i~ 4. ri-€ SMlT.wy SElI'ER nfM.-ltJ1 ON TIE laWI LIE IS 51KJWN PER AS'mLT 1\F000MAflON. If€ COOTR.4CTOR/SroriELDVE'RJFY liS LOCATION,IM) ELEVMION PRIOO rOCQNNfCTION.f' TIlE LOCMION AI\(J/OR ELEVATIDN ARE NOT A8 SHOWN, r~CONTRAc'OO1S 10 COO/ACt tf€ PROoECT fNGIF.ER. S. 'IE SAMrARY SE'IffR lAfEI!Al.S CAf/BEMCltfJE:OIN TlEJQl-IT UflUft /RENal F W\UIl.N coot DfSTM~CES FROM TIlE WAfER LM:S CAN Sf M,I6'lTAINEO. ' 6. EXCtPTFOR THE APPRO^CH 10 Mil.1\I STREET. TIlE $tNACE OF' floE: PERV/OUSASNlALTISTOI1EL,It/ AT AN fLEVATD'I OF 510.00. 1l~ I'il.RKm FOR H-E Dtf'lEXl:S Q.l 9EPAVEDA1rlETl\tEOFDl.f'l[X CON91RlJC11ONll'm-fST,I~AFW ASPHALT LAU,IT,I A-IQ'\U\fUM SlorE OF /f TO ORA6'I ro WE, rEIlViOUS,IS1*,Alr. r 7--Cl..../ ( -~ J ~"'roo' REllEECL(l(JGl-l , ........ RE"l!llrnEO mOFESSIONA.l LA.NDlIlJlVEYOR l l""""-5:DfiEMorn-'D,l'OO9 E~l'llESo D.<ormor :l.I, 2009 ~. Branch En~ineerin~, _II:::. ~1310ri(thSlyut ' Sprlngfldd, Ur~,nn 117477 b~~~:~:d~~~~tr~~,,\~:~~Y~:;r~~:~"nT" CI.U- Struclure8 -Tr"n8f'orlatlDn -,Sur-erin, I PAGE 2'QF ".. PROJECT NO. 07-172 .... MtliArREC'D JAN 3 0 2008 /ilp'12007107.172 L,o'fJ(J(TI Dn Moin\TEWT,olTlVE DRAWI/IIGS\ PRE.SUBMIITAL REC'O JAN 3 0 2008 . WRITTEN STATEMENT FOR THE SCOTT LEATHAM TENTATIVE SUBDIVISION APPLICATION .This application: is a proposal to subdivide the property at 6002 Main Street (Map 17-02- 34-32, Tax Lot 600) into six lots. Currently, the site is developed with a single-farriily house, . covered patio, garage and tWo sheds; all buildings are to be removed. In conformance with the Medium Density Residential classification of the site and surroWlding properties, all parcels will eventually be developed with duplexes. It is not necessary to dedicate any land to the city. Since Main Street is fully improved, no off-site improvements are necessary now or in the future. We anticipate tree removal during construction of the proposed driveway and future building construction. Per city request in the Development Issues Meeting, the design has been laid out to allow the trees along the southwest property line to remain. A proposed Irrevocable Joint Use Access driveway will be 20' wide and will meet fue' code as noted on the tentative subdivision map: There iS'an existing fire hydrant in the southeast comer of proposed Parcel 6. No fire turnaroWld is required since there is less than 300 feet from the hydrant to the most remote buildable area on the subject site and no new hydrant is required since there is a distance less than 600 feet.', :. The Lane County Soil ~urvey shows the site as having Coburg-Urban Land Complex (32). Permeability of this Coburg soil is moderately slow. The Soil Survey indicates that Coburg-Urban Land Complex has a seasonal high water table of 1.5 to 2,5 feet from November to May_ The Survey also indicates there may be problems with low soil strength in the Coburg~ Urban Land Complex soil. The existing houses in the neighborhood and the house on site were not recently constructed and none of these houses show indications of adverse- impacts from the soil. A Geotechnical Report was obtained and a copy of the report is included. This project also requires applications to ODOT for ac~ess and stromwater drainage permits. Per a pre-application meeting with ODOT, Division 51 access rules would make approving more-than one approach to the property unlikely. A Minor Variance will be needed to allow more than 4 lots or 8 dwelling units to take primary access from the shared driveway, Copies of the additional permit applications are included. " . " AFT~I~ t;1;:-'~"""'''''''--''I'''', TURN TO F'DELII(-:.., . . "., ,~::::~g~~RANCEPRE.SUBMITTAlRECJO OUe i. JI,e',",ok I "; ST.. #500 W ;EIIE, OR 97401 JAN 3 0 2008_ J.-1 ~~.'~' RECORDING REQUESTED BY fiDELITY NATIONAL TITLE COMPANY OF OREGON GRANTOR'S NAME W. Scott Bohanan GIlANTEE'S NAME Summer Development, Inc. SENO TAX STATEMENTS To: .. Summer Development, Inc. 2264 Lakeview Drive Eugene~ bR 97408 /' Division of Chief Oepul CI - Lane Counly Deeds and R~~or;;~k 2~~1.~m~6 '\ ~tij~m~ll/~W!lll~ll~~l~ll "'1111 III...c- :, ,c. $31.. 00 . RPR-OEEO Cnl=1 Sln=6 cAgJa~~07 01: 10: 35 PM $10.00$11.00 $10.00 7 ... . I' AFTER RECOROING RETURN TO: Summer Development, Inc. .2264 Lakeview Drive Eugene. OR 97408 ~t"ACI: At:SUVt: 1 HI::) LINt: rUN Ht:~UHUtH'~ U:"Jt:: STATUTORY WARRANTY DEED W.' Scott Bohanan. Grantor, conveys and warrants to Summer Development. Inc.. Grantee, the following described real propertV;free and clear of encumbrances except as specifically set forth below, situated in Ihe County of Lane, State of Oregon, . SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF \, Subject to and excepling: 2007-20Q8 property laxes. a lien not yet due and payable. . Rights of the Public. Covenants. Conditions, Restrictions and Easements of record, if any. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING 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 LA WS 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 L1MITSON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930 AND TO INQUIRE ABOUT THE RIGHTS OF NEIGH80RING PROPERTY OWNERS, IF ANY. UNDER ORS 197.352. ., I. '. . ' .- . . THE TRUE AND ACTUAL CONSIDERATION FOR THIS CONVEYANCE IS $230,OOO.c;O"jSee ORS 93.(30) "Which is being paid by an accommodator pursuant to an IRC 1031 exchange I \ i DATED: July 10, 2007 Ufc.o71&ACJ.11tAYl : W: Scott Bohanan " .. , STATE OF OREGON COUNTY OF' L~~ ~~"-"-=-=- (I) . . ---,-'- .- , , . . OFFICIAL SEAL" ~ ~ .' \) BBETZ' ...... NOTARY PUBLIC _ OREGON . 'MY COMMI8SION NO 393501 ~"'~ c;,o~~....~~ ~X~~~~~Y3~,2009 This instrument was acknowledged before me on 'l~ ~Q'Ol- . ~. Scott B~a~ \. -:::~ '> ~~~BLlc_FeFT'6REGON MY CSIO" CM') . ./ FORD-313 IRov 21961 I oswdeed. wl1;!1 105-06) STATUTORY WARRANTY DEED. I ~O' l107...0iSYt '. ~;of' ()f ~ ECcrowNo. 03-402025-86 -46 Ti~lo C,?rdor No. 004020?,5 PRE.SUBMIlTAl REC'O JAN 3 0 2008 .1 . .. EXHIBIT ONE . . Beginning_at a Point marking ihe Southeast corner of that certain tract cif land described in.deed to McKinley E. Austin, . et UX, recorded January 2, 1958. Reception No. 29019, Lane'County Deed Records, said point being on the North line of the McKenzie rligl;way and being 452.0 feet South 00. 01' West and.1611.26 feet South 890 44"East from the Northwest corner.of the S. D. Gager Donation Land Claim. No. 45, Section 34, Township 17 South, Range 2 West.of the Willamette Meridian; running thence North 160.12 feello !he South line,of 8UDAMESA, as platted and.recorded in File 73. Slide 385, Lane County Plat Records; thence South 89044' East, along the South line. of said BUDA MESA and the South line of.MEMEL, as platted and recorded in Book 70, Page 32, said Plat Records, a distance of 183.0 feet. to "point on the West line of Lot 2, in said MEMEL; thence South 000 16' West 160.12 feet to the North line of 'said McKenzie Highway; thence North 890 44' West. 183.0 feet to the Point of Beginning: in Lane County, Oregon. ,. 'I . ~ , " / " -.'\ ! '; .~ . , , ., ./ r " '. , \ . " " ; , ,J: , . . ~ J PRE.SUBMITTAl REC'O JAN 3.0 2008 Owner's Policy of Title Insurance Fidelity Natiol1cLf Title InsuJ-al1ce Compall.Jl A Stock Company Policy Number 2t~31m92~ 539470 OWNER'S POLICY OF TITLE INSUR~NCE SUBJECT TO THE EXCLUSIONS FROM COVERAGE. THE EXCEPTI@NS FROM COVERAGE CONTAINED IN SCHEDULE B.AND THE CONDfT10NSAND STIPULATIONS, FIDELITY NATioNAL TITLE INSURANCE COMPANY, a California corporation, h~rein called the Cpmpany, iiIsures, as ofDateofPolicy,'shown in Schedule A, againslloss Or damage, not 'Zxceeding the Amount of Insurance stated in Schedule A: sustain~(1,orincw.':ed.brt~e insured by reason of 1. Title to the esta~e or: inter~st described in Schetjuie A being vested"other than as stated therein; 2. Any defect in or lien or encumbrance on the tiIl~,; 3. Unmarketability of the title; . 4. Lack of a right of access 10 and from the land; . 'VIe (ompany l-vill also pgy the cpsrs, atlOmeys' fees and e..tpenses, incu.rred in, defense of the title, as insllred. bur only to ;he extem provided in ~he Conditions and Stipulations. IN WITNESS WHEREOF; FIDELITY NATlOt:iAL 'TlTLE1NSURANCE COMPANY has caused this policy to be signed and sea/ed.b)' ifS duly aillhori:ed offic~rs as of Dafe of Policy :shown in Schedule A. ~. ,., "< ",' -- - j'=UJJelff:rY- l)'j;fnJOlJ-El9' rifle h?/kt'Ffinc::; !CfJJTiJ/:.Jany' J :...,/( ......./;1;..-?,...,','--?f /' ji/.t141 .....,........ .~,r.f'l' ~~! ."~ ~____:r~",,-1ae(j'/' COllnterSJ1fiiJllt..//~'"-' ....~.._:"-.. .' ,/ Authoriz.ed Signature }f~;l ..;iJj!(,+-~o'i-. ""~';"JE.; 2'i~t . " '~;l SF ?\ 'if j!-l';} ::...1'".-_ J!i~~, A ~'i;:::'---/ . ~~~~r\f:j~ ny: /1 {:((:?,'1 } /ljfl " 1 t j\liJLl !1"i'/,JA'/~- (= . '_'--1 >' , ~' ,. ..... I ATTEST F'resj{ient /. . :___-/.Jl/.{ ~ / I .. :.,-;.- . . -;/' . f )' / (J, /. 1./1 _____ \!.c /:... ;' Se-:relCli"Y ALT:\,.'Owner's Policy (10-17~92) . EXCLUSiONS FROM COVER' ~E ,.Th'e f~nowi;lg matters are expressly UCi _ from the covemge of this pOIiCY.llnd the Cvmpany wi. . pay loss or. damage, costs, aUomeys' Ie;s.ur expei<ses wbich . arise b:l' reason of: . ,.' ,_ , , . 1. (3) Any Is";," ordinance or gover~men(alreglllatiori (iricluding but no.~ limited 10 bllildi~g lmd. zoning laws,_ ordinance~l or regui2tions) n!stricling, r~gulatin%,probibiting or relating to (H the occupancy, use, or enjoyment of the land; (II) the character, dimenSIOns or 10c:](100 of any lmpro,\'emeot now or bereafte:- erected or. th~ land; (iiih separation in ownerShip or achangdnthe dimensions or a~e:t q,f the l~lId ?f any parcel of which the land is or. was. a part; or (iv) environmental prot~tion, or the effect of any violation of these laws, ordinances or governmental regulations, except to tbeextenl that a notice of the enforcemenl1:hereof ora notlee of a'defect, lien or enc~inbranee resuUing from a violation or alleged ,'iolation affecting the land bas heen recorded in thepublicre{:urds :at Date of Policy. (b) Any oovernmental police power not excluded by (a) above, except to tbe ~x(enl that a nolice of the exercise Ihereof or a notice of a deferet, lien or eGreumbr:mce reSUlting from a \'iolalion or alleged ....iol:ltion affecting the lan~ Ofl.S been reeorded in the public recurds al Date of Policy. 2. Rights of eminent domain unless nolice' of the e~ercise Ihereof. ha~ been recor?ed in the public.l"e(:ords at Date. of Policy, but not exduding frum covernge :my !aking which has occurred prior to Date of Policy which would be binding on Ihe rights of a ptm::haser, lor valiAe without knowledge. 3. Defects. liens, encumbrances, ad\'erse claims or other mllllers: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known 10 the Company, not recorded in the public reeords at D2le Df Policy, bul !cnown to the inSJJ1.ed daimlO;;~ .:md !itot d!sdosed in wliiting ,10 the Company bJ the insured dllimant prior.lO the date the insured claimant be.came an insured under ,this 'policy; . (c) resulling in no loss or dam:lge 10 the insured c1aimanl; . (d) allaching or crealed subsequent 10 Dale-of Policy; or (e) resulting in 10:5s or damage which would nolhave been sustained if the insured c1aimanl h~d pa,jd T'alue for tbe est:!le or inier~sl insured by this policy. ~, Any claim which arises oul of thelr:ms:u:iion vesting In the Insured the est2te or interest inSl.lred by this policy, by reason Df Ihe upernfion of Federal b::mllruptcy, slste insoh'encJ, or similar creditors' rights law, {hat is based o~: . m - the transaction creating the estate or interest insured by this policy being rieeme~ a fmudulent conveyance or frauduient transfer; or (ii) the lransaction creating the estale or interest insured by Ihis polk}' being deemed :I prefel'~ntial tnmsfer except wnel"elhe prfi,,;w.ti;l !rnnsfel" results from the failure: (a) to timely record the instrument of tronsfer; or . f . rKt.~UBMITTAl REC'O ' (b) of such recordalion to imp:lrt notice to a pu!chaser for ....allle or a judgment or lien <!:reditor. _. -'- CONDITIONS AND STIPULATIONS, JAN 3 0 2008 L DEFINITION OF TERMS The following tems when used in this policy mean: (aJ "insured": the insured named in Schedule A, and, subject to any rights or defenses the Company would have had against the named insured. those who suc- ceed to the interest of the named insured by operation oflawas distinguished from purthase including, but not limited to, heirs, distributees, devisees, survivors, per. sonal representatives, next of kin, or corporate or fiduciary successors. (b) "insured c1a.imant": an'insured claiming loss or darrulge, (c) "knowledge" or "known"; actual knowledg.e. notconstruetive k..'1cw\edge or notice which may be imputed 10 an insured by reason of the public records as defined in this policy or any other records which impan constructive notice of mat.., ters affecting the land, (d) "land": the l,and described or referre.droin Schedule A, and improvements affixed thereto which".9Y law. constitute real, pro~ny. The term '''land'' do~s not include any prOperly beyond the lines of the area described o~ referred (Q In Schedule A. nor any nght, title, interest, estate or easement in ab.utting streets, roads, avenues. alleys. lanes, 'ways or waterways. but nothing herein shall modify or limit the extenLto which a right of access to and from the land is insured by this policy, (e) "mortgage"; mortgage, deed of trust, trust deed, or other security instrumem. ([) "public records": records established under state statutes at Dale of Policy for the purpose of imparting constructive notice of maIlers relating to real property to purchasers for value and without knowledge. With respeet to Section 1 (a)(iv) of the Exclusions From Coverage, "public records" shall also include environmen- lal protection liens filed in the records of the clerk of the Uniled States district coun for the district in which the land is located. . - . (g) "unmarketability of the title": an alleged or apparent matter affecting the title to the land, not excluded or excepted from coverage, wruch would entitle a' purchaser' of the esta,te or interest described in Schedule A to be released from the obligation to p'urctiaseby virtue of a contractual co~dition requiring the delivery of ,marketable title. 2. CONTINUATION OF INSUR:\NCE AFTER CONVEYANCE OF TITLE The coverage of (pis pqlicy shall'continue in forceasof Daie,of Policy in favor. of an insured only SO long as the insured retains an estate or interest in the land, or holds an indebtedness secured_by a purchase money mortgage given by a pur- chaser from th'e insured, or only so long as the insuredshaU have.1iability by reason of covenants of warranty made by the insured in any transfer or conveyance of the estate or i,nrerest. This policy shall not continue in force in Javor of any pur- chaser from the insured of either (i) an estate or interest in the land, or (ii) an in- debtedness secured by a purchise money m'orrgage given to the in~ured, 3. NOTICE OF CLAL\I TO BE GIVEN BY INSURED CLAIMANT The insured shall notify the Company promptly in writing (i) in case of any litiga- tion as set fonh_in Section 4(a) belew, (ii) in case knowledge, shall come to an in- sured hereunder of any claim of title or interest which is adverse to the title to the estate or interest. as insured. and which might cause loss or damage for which the Company may be liable by v,irtue of this policy. or (iij) if title to the estate or in- lerest, as insured, is rejected as unmarketable. If prompt notice shall not be given to the Company, then as to the insured all liabilit)' of the Company shall terminate with regard to the matter or matters for. which prompt notice is required; provided, however, that fai]ure 10 notify the Company shalf in no case prejudice the rights of any insured under this policy unless the Company'shall be prejudiced by the fail~'re and then only t6 the extent of the prejudice. ' 4. DEFENSE AND PROSEClITlON OF ACTIONS; DUTY OF INSURED CLAIMANT TO COOPERATE (a) Upon written request by the insured and subject to the options. contained in Seetl.on 6 of these Conditions and Slipul2.lioils, the Company, at its. own cost'and wit!]out unreasonable deJay. shall provide for the defense of an insured in litigation in which any third party asserts a claim adverse,to.the title or interest as insured, but only as to those stated causes of action aJleging-a defect. lien,or encumbrance, or other matter insured against by t.l-tis policy, T~e Company shall have the right tr: "f'.11"C'"!. C'"r\'..':n.~",1 nf it~ nU1n,,,~,,;,,... !~\\h;..,..~ In th.. ...,nht nf ,h.. ;...~"..",ri .... "h:....., r...... reasonable cause) to represent the insured as to Jhose stated causes of action and shall not be liable J?r and will not pay the fees of anyolher counsel. The Company will nor pay 3ny fees, costs or expenses incurred by the insured in the defen~e of those causes Of action which allege marters not insured against by this policy. (b) The Company shall have the right, at its own cost.-to institute and prosecute any action or proceeding or to do any other act which in its opinion may be necessary_ or desirable to establish the title to the estate or interest, as insured, or to preyent or reduce loss,or damage to the insured. The Company may take any appropriale action under the teITIlS of this policy, whether or not it shall be liable hereunder. and shall not ifiereby concede liability or waive any provision of this policy. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (c) Wheneverth~. Company shall have brought an action or interposed a defense as required or perm~tted by the provisions of this policy. the Company may pursue any litigation to final determination by a coun of competent jurisdiction and ex. pressly reserves the right, in its sole discretion, to appeal from any adverse judg. ment or order, . (d) In all cases where this policy permits or requires the Company to prosecute or provide for the 'Clefense of any action Of- proceeding, the insured shall secure to [he Company the right to so prosecute or provide defense in the action or pro. ceeding. and all appeals therein, and permit the Company to use, at its option; the name of the insured for this purpo,se-, Whenever requested by the Company. the insured, at the Co":!pany's ex~nse, shall give the Company all reasonable aid (i) in.any action or proceeding, securing evidence, obtaining witnesses. prosecuting or defending the action or proCeeding, or effecting settlement, and Cii) in any other lawful act which in the opinion of the Company may be n~cessary or desirable to establish the title tothe estate oril)terest as insured. If the Company is prejudiced by the failure of the insured to furnish Ihe required cooperation, the Company's obligations to the-insured under ~e policy sha1ltenninate, including any liability or obligation to defend, prosecute, or cO'?-tinue any litigation. wi~h regard to the matter or matters.. requiring such cooperation. 5. PROOF OF LOSS OR DAMAGE In addilion to and after the notices required under Section 3 of these Conditions and Stipulations have been provided the Company, a proof of loss or damage signed and sworn 10 bX th,e insured claimant shall be furnished to the Company within 90 days after the insured claimant shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the defect in. or lien or encumbrance on the title, or other matter insured against by this policy whiCh con- stitutes the basisqf loss or d3:mage and shall state, to the extent possible, the basis of cakulating the apountof the loss or damage. If the Company is prejudiced hy the failureof,the i~s,~r~ claiman! tc pr~vide the requi,red proof of loss or dama~e, the Company s obligations to the Insured under the polIcy shall tenninate, includlllg any liability or obligation to defend, prosecute, or continue any litil!ation, with.regard to the matter or matters requiring such proof of loss or damage., In add-ition, the insured claimant may reasonably be required to submit to exaniina- thin under oaili by a':lY authorized .representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, che~ks,- cOf!espond~nce and memcranda, whether bearing a date before or after Date of Paltcy, whIch reasonably pertain to the loss or damage. Fu~er, if request~; ~y any a!-lU:oriL~ rep.r~sentative of the Company, the insured claimant shall grant tis pemusslOn, m wTlung, for any authorized representative of the Company to;examine, ins~t and copy all records, books, ledgers, checks. correspondence and. memoranda in the custody or 'control of. a third pany. which reasonably pertain lo'the loss or damage. All information designated as confidential by the insured dairn~nt provided,to the Company pursuant to this Section shall not be disclosed 10 others unless, in the reasonable judO'mem of the Company, it is necessa.ry in the administration of the claim. Failure of the insured claimant to sub- mit for examination-,under oath, produce other reasonably requested information or grant pennission 1:0 secure :reasom~.bly necessary infolTIlation from third parties as required in the above paragraph'shall terminate any liability of the Company "....-1.... 11..;.. ",....1;..." ....~ ..... ...~. ...1,,;.... 6. OPTIONS TO PAY OROTIlERWISP ~"TILE CLAIMS; TERMINATION OF LrAlIrLITY '. . '[nease of a claim under this policy, t.i}e \..vmparJ)' shaH have ll)e following 'addi- tional options: . . . (a) To Payor: Tender Paymentof the Amount.of Insurance. To payor tender payment of the amount of insurance under this policy togeth,er with any cost$, attofTleys'feesand expenses incurred by the insured claimant, wh~ch were autllOrii:ed"by the Company, up to the time of-paymen! or tender of payment and which,the Company is obligated to pay. _ Upon the exercise by the Company of this option, all l.iab~lity and obligations to the insured Wlder this policy. other than to m.al.:e, the payment required, ~ha11 terminate, including any liability or obligation to defend, prC!secute, or cont~nue any litigation, ~d the policy shal! be surrendered to the Compan)' for cancellatJOn. (b) To Pa}' or Otherwise Settle With Pmies Otper than the ~t1red Or With the Insured Claimant. (i) to payor othen.\!ise settle with other parties for or in the name of an insured claimant any'c1aim insured against under this. policy, together with any costs, at- torneys' fees and eKpenses incurred by,the insuredclaimant which were al,Hhorized. by the Company up to the time of payment and which tlie Company is obligated to pay; or . > . . di) to payor otherwise settle with the insured claimant the loss or damage pro- vided for under this polic)', together with any costs, attorneys' fees and expenses incurred by the insured claimant which were autho~iz.ed by the Company up to the time of payment and which the Company is obligated to pa)'. Up::m the exercise by the Company of either of the options provided for in paragraphs (b)(i) or (ii), the Company's obligations to the insured under this policy for the claimed loss or .damage, other than the payments required to be made, shall ter,- minare, including any liability or obligation to defend, prosecute or continue any litigation. 7. DETERMINATION, EXTENT OF LIABILITY AND COINSURANCE' This policy is a contract of indemnity. against actual inonemry loss or damage sustained or incurred by the, insured claimant who has suffered loss or damage by reason of matters insured agairist by this policy and onIy to'the. extent herein described. (a) The liability of.the 'Company under, this policy shall not exceed the lea~t of: (i) the. Amount of Insurance stated in Schedule A; or, (ii) the difference between the value of the insured estate or interest as insured and the value of the insured estate or interest subject to the defect, lien or encum- brance insured against by this policy. . . (b) In the event the Amount of In.surance stated in Schedule A at l;e Date of Policy is less than 80 percent of the value of th(:: insured estate or interest or ~e full consideration paid for the estate or intere-st; whichever isless. or ifsubsequ,ent to the Date of Policy an improvement is erected on the-land which increases the value of the insured estate or interest by al least 20 percem over the Amount'of Insurance stlited in Schedule A. then this Policy. is subject to the following: .. . ':(i);,where 00 subsequent improvement has been made. ,as to any partial loss, . (he Compariy shall only pay the loss pro fara,in'the,proportion th~t the amount of insurance at Date of Polin. bears [0 the rotal value of the estate or interest at Date of Policy; or . (ii) where a subsequent improvement has bl;en made, as to any partial loss, the Company shall only pay the loss pro rata .in, the 'proportion that 120 percent of the Amount of Insurar:('e stated in Schedule A bears to the sum of the Amount of Insurance staled in Schedule A and the amount expended for the impro,:ement. The provisions of chis paragraph ~all not applY to costs, attorneys' fees and ex- penses for which the Company is liable under this policy, and shall only apply'to thai portion of any loss which,exceeds, in the aggregate, 10 percent of the Amount ofInsurance stated in Schedule A. . (c) The Company ",;m pay only those' costs. anomeys' fees and expenses incurred in accordance with Section 4 of these Conditions and Stipulations. E. APPORTlONME~'T If the land described in Schedule A consists oLtwo or more parcels which are not used as a single site, and a loss is established affecting one or more of the parcels but not"all. the loss shall be computed and settled on'a pro ratabasis as if the amount of insurance under this policy was divided pro 'rata as to the value on Date of Policy' of each separate parcel to the whole, exclusive of any improvements made subse- quent to Date of Policy, unless a liability or value has otherwise been agreed upon as to each parcel by the Compl!,ny and the insured at the time of the issuance of this policy and shov.:n by an express statement or by an endorsement attached to this policy. ." Y. LIMIT A TlON OF LIABILrTY (a) If the Company establishes ,the title, or removes the alleged defect, lien or encumbrance, or cures the lack ofa rignt of access to or from the land, or cures the claim of unmarketability of title or othervt'ise establishes the'lien of the insured mortgage, all as insured, in a reasonably diligent manner by an)' method. including litigation and th;:: completion of any appeals t.'1erefrom, it shall have fully pe.rformed its obligations with respecr to that matter and shall not be liable for anv loss or darnage caused t..~ereb)'. . . "' (bj In the ~ver:ii .of any iitigation, including .litigation by the Company or 'with the Company's consent, the Company shall have no liability for loss or damage . u~ti.l ~~re has been a' final determination by a c'ourt of competent jurisdiction, and dlsposltlon of all appeals therefrom, adverse to the title as insured. (c) Th~ Company shall 'not be liable for loss or damage to a~y insured for liability voluntanly assumed by the insured in settling any claim or'suit without the prior wrinen consenr of. the Company. 10. REDUCTION OF INSURANCE; REDUCTION OR TERMINATION OF LIABILITY All payments underthis policy, except payments made for costs. anomeys' fees an.d expense,s, sf:1all reduce the a.'11oum of the insurance pro tanto. c H. LIABILrli{,jl\IONCUMULATIVE. . .. It is 'express..:' '~'??;:;defStood that the amount ofmsurance under thiS polley shall be reduced by afl}imount the Company may pay under any po!icyinsuring a mor- tgage to which e~ception is taken .in'~chedllle B or to which the i~sured has agr~, as:;umed, or taken subject, or which IS hereafter executed by an Insured and whlc~ is a charge or lien, on the estate or interest described or referred to in Sch-edule A, and 'the amount. so paid shall be deemed a payment under this policy to the insured owner. 12- PAYME!\'T OF WSS . (a) No payment shall .be Made without pr~ducing this pol.icy for endorsement of the payment urness the policy ha~ been lost or ~estro!'ed, 10 which case pn?of of loss or destruction shall be furnished to the satisfaction of the Company. ,; (b) When liability and the' extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulatiqn5, the loss or damage shall be payable within 30 days thereafter. 13. SUBROGATION UPON PAYMENT OR SETILEj\1E-'\'T (a) The Com~y's Right of Subrogatian, Whenever the Company ,shall have settled .and ,paid a claim under. this policy, alJright of subrogation shall vest in the Company unaffected. by any act of the in- sured claimant. The Company shall be subrogated to and be entitled to all rights and .rem.ooies which theinsureddaimant would have had against any person or propeily tn respect to the claim had this policy not been issued. If req~esred by the CO.ffip'any: the in- sured claimant shall transfer to the Company all nghts a~d remedies against any person or property necessary in order, to pei-fect this right of subrogation. The in. sured claimant shall permit the .Company to sue, compromise or settle in the name of the insured claimant and to use (he' name of the insured claimant in any transac- tion or litigation involving these rights or remedies. If a payment ori account of a claim does not fully COl-'er the loss of the insured claimant, the Company shall be subrogated to these rights and remedies'in the pro.- portion which the CC!mpally's,paymerit bears to the whole amount of the loss. If loss should result from any'act of the insured claimant, as stated above" that act shall riot void, t1lis policy,. ~ut the Company, in thai event, shall be required to pay only that part of any losses insured agaiostby this policy which shall exceed the amount, if any~ lost lo the Company by reaSon of the impairment by the insured claimant of the Company's ri[.hf of subrogation. (b) The CompanJ's Rights Against Non-insured Obligors. the Company's right of subrogati~m against noncinsured obligors shall exist and shali include, with~Ullimitation, the rights of the insureri to indemnities, guaranties, other policies of insurance or bonds, notwithstanding any terms or conditions con- tained in those instrtiments which provide for subrogiuion rig~ts by reason of this policy. 14. ARBlTRA TION . Unless prohibited by applicable law, either the Company or the'insured may de- mand arbitration pursuanr to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable'matters may include, but are not limited to:,any controversy'or claim between the Company and the insured arising out of or relming. 10 this policy, any service of the Company in connection with its issuance or the breach of a,policy provision or other obligation. All arbitrable matters when the Amount ofInsuran'ce is $1,000,000 or less shall be arbitrated at the option of either the Company or the insured. All arbitrable matters when the Amount of lnsurance is in excess of$1 ,OOO,OOO,shall be arbitrated only when agreed to by both the Com- pany and_the insured. Arbitration pursuant to this policy and under the Rules in effect on the date the demand for arbitration is made or, at the option of the insured. the Rules in effect,:at Date of. Policy shall be binding upon the parties. The a~'ard ma)' include attorneys. fees only if the laws of the state in which the land is located permit a court to award attorneys' fees to a prevailing party. Judgmem upon,the award rendered by, th~,Arbitrator(s) may be entered in any coun having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title In- surance Arbitration Rules. A copy of the Rules may be obtained from the Compan:(upon request. IS. UAI1lLfIY LIMITED TO TIllS POLICY; POLlCY E!\TIRE CONTRACT (aJThis policy togetherwith all endorsements. ifany, attached hereto by the Com- pany is the entire policy. and contract between the insured and the Company: In interpreting any provision of this policy, this policy shall be construed as a whole. (b) Any claim o~ loss or damage, whether or not based on negligence. and which arises out of the status of the title to the estate or interest covered hereby or: bv am" action asserting such claim, shall berestric!edto this policy. - . (~) No ':I1Tlendment 'of or endorsement to this policy can be made except by a writing endorsed hereon or attached hereto signed'by either ~e Presidenl,_2. Vice Pre.sident, th~ Secretary, an Assistant Secretaf)'" or validating officer or authorized signatory of the Company. . 16. SEVERAllrLITY In the event any. provision of L>-te policy is held invalid or unenforceable under applicable law; the policy shall be deemed not to include ,that provision and all other provisions. shali remain in fun iorce and effect. . . 17. NOTICES, WHERE SENT All notices required to be giver; the Company and any statement in Writing required to b~ fumished the Company shall include the number of this policy and shaH be addressed to the Company at: .Fidel.ity National Title Insurance Company, National Claims Administration, P.O. Bux 45023, lacksollyille, Florida 32231- 5023. PRE.SUBMITTAl REC'O JA.N 3 0 2008 PRE.SUBMITTAL RECIO JAN 3 0 2008 SCHEDULE A Order No.: 03-402025-46 Policy No.: Amount of Insurance: . Piemium Amount: . 27-031-92-539470 $ 230,000.00 $ 775.00 Date of Policy: July 17, 2007 at 01 :10 p.m. 1. Name of Insured: Summer Development, Inc_ 2. The estate.,,, interest in the land described herein and which is covered by this policy is: A"Fee 3. Title' to.the esta!~or interest in the landis vested in: Summer D.evelopmenti Inc. 4. The land referred to in. this policy is situated in the County of Lane, State of Oregon, and is described as follows: ~'SEE EXHIBIT "ONE" ATTACHED HERETO AND MADE A PART HEREOF " THIS POLICY VALID ONLY IF SCHEDULE B IS ATTACHED Page 1 8wner's Standard EXHIBIT "ONE" Order No.: 03-402025-46 .Policy No.: 27-031-92.539470 Beginning at a Point marking the Southeast corner of that certain tract of land described, in deed to McKinley E. Austin, et UX, recorded January 2, 1958, Reception No. 29019, Lane County Deed 'Records, said point being on the North lin'e of the McKenzie Highway and being 452.0.feet South 00' 01' West and 1611.26 feefSouth 890 44,'Ea'st from the Northw.est corner of the S, D, Gager Donation Land Ciaim No. 45, Section 34, }ownship 17 South, Ran'ge 2 W~st of the Willamette Meridian; running thence North 160.12 feet to the South line of BUDA MESA, as platted and.recorded in File'73, Slide 385, Lane County Plat Records; thence South 890 .44' East, alorg the South line of said BUDA MESA and the South line of MEMEL, as platted and recorded in Book 70, Page.32, said Plat Records, a distance of 183.0 feet toa point on the West line of Lot 2, in said MEMEL; thence South 000 16' West , 160. 12 feet to the North Ii'ne of said McKenzie Highway; thence North-89 0 44' West 183.0 feet to the Point of Beginning, in Lane County, Oregon. PRE.SUBMITTAl REC'O . JAN3 0 2008 Page 2 . Owner's Standard Order No.: 03,402025,46 Policy No.: 27-031-92,539470 SCHEDULE B This policy does not insure against loss or damage land the Company will not pay costs, attorneys' fees or expenses) which arise by reason of the following: GENERAL EXCEPTIONS: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on' redl property 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. Any facts, rights, interests or claims which ~lre not shown by the public records but which could be ascertained by 'a'n inspection of said. land or by making inquiry of-persons in possession. 3. Easements, or claims of easements'or encunibrances, not shown by the public records, reservations or exceptions in patents or in acts authorizing the issuance thereof, water rights, claims or title to water. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments or any other facts which a correct survey would disclose. 5. - Any statutory liens for.labor or material, including liens for contributions due to the State of .Oregon for unemployment compensation and for worker's compensation, which have no'W gained or maY.gain priority over'the lien of the insured deed of trust, which liens do not now appear of record. SPECIFIC ITEMS AND EXCEPTIONS: 6. Property taxes, which are. a lien not yet due and payable, including any assessments collected with taxes to be levied for the fiscal year 2007,2008. . 7. Rights of the public and governmental agencies in and to any'portion of said land lying within the boundaries of streets, roads and highways. PRE.SUBMITTAl REeD JAN 3 0 2008 Page 3 Owner's Standard Order No.: 03,402025,46 Policy No.: 27,031-92,539470 8: Easementls) for .the purpose Is} shown below and rights incidental thereto as granted ih a docume'nt. . Granted to: Purpose: Recorded: Affects: State of Oregon, by and through its State Highway Commission Slopes and drainage facilities' July 13, 1966, Recorder's No. 53897 . Southerly 5,0 feet PRE.SUBMITTAl RECO JAN 3 0 2008 Page 4 ~ ~ <t 8 ' - I/' 8~ .I 4/~' ~~__'/11J 'I.".> 0 ;>'C;" 4+W .. 700 :t 01 1-~ . rr' ~ o J t.- ~ rl ~. ~ ~ '.rt o .J \f)- ,,,, 0 . ,$(0"'....1""'. :t.f "':! .' , 0 0' S - -8 V'l' I:! -C- o o . o '" cr o <J"~\,p ,\,l\Y o '" o ~ 'INITIAL. POINT.......!: 4 7 -:;-q'" . oW -@-'-., :'0 Co .' . 'So 0 . .,\0""", ~ \:'0':, WI Cso..o..n I \) L c.. ~~o "'t-S Co .~ c.. (".. '" f \{ ?~O 4-4' IN 'b c.. ,':,;, ~--"" \'1. S.,y \ 0'" Co ~<:. 0 ~:...u ,- ~o J .0/ J \/lo ~I z .) 910 '600. + :r ~ ~ '" () J I/f- - 10<;',0 :)':! 909 ~ rr r< 0 - zl t< ... \.\~ 0 II>: ... \e<;, '" ..... No %'\' ....~'w ----- HIGHWAY . ". ,,,. '" ~. C> , I f t .JIK: ) ':~Jb 3.c (.,e..,o <--.;.. 0 (.. <.. C> , \; ~ 1200 ~ 0.26 t FIDELITY NATIONAL TITLE CaMP ANY 4-1""' ~. This sketch above is made solely for the pfrrpose.of assisting in locating said premises and the company assumes 110 liability for variations, if any,.in dimensions and location ascertained by actual smve)r. Map # 1702343200600000 . PRE.SUBMITTAl REC'O JAN 3 0 2008 /' "'- .CIVIL .j ~~. Branch Engi~eering, Inc. .' . 31 0 5. 5t"". SWi",""Id, 0"90<> 97477 . (541) 746<>637 ' Fo< (541) 7 46-0389 ~ PRINCIPALS: James A. Branch, P.E., P.L'.S. . Rene Fabricant, S.E., PE. Michael La~e Branch. P.E. Damien Gilbert, P.E. ReneE Ciough, PE. . December 27,2007 Mr. Scott Leatham . Summer Development Company 2264 Lakeview Drive Eugene, Oregon 97408 PRE.SUBMITTAl REC'D JAN3 0 2008 RE: INFlL TRATlON TESTlNG & PAVEMENT DESIGN TENTATIVE SUBDIVISION .6002 MAIN STREET SPRINGFIELD, OREGON BRANCH ENGINEERING PROJECT No. 07-172u ... -.., Introduction , Branch EngineE'lring, In~ (BEl) has performed a limited site investigation for the purpose of assessing the near surface site conditions for the rate of storm water infiltration and support of a paved accessway. A site,reconnaissance and field'testing was conducted on December 19, 2007. Proiect Location and Descriotion The subject sitejs relatively flat and is currently occupied by a single-story residence with a detached garage. The remaining area of the approximately 3/4-a<::re site is covered with short grass and matu~e fir and cedar trees around the perimeter of the property. The area surrounding the subject site is mostly developed for residential dwellings, single- and multi- family, with commercial development starting within a hundred feet west of the site. The proposed site developnient is to create up to 6 residential building lots with an associated permeable asphalt pavedassessway and underground utility installation. The . residential structures are expected to be wood-frame construction with spread footings. Some minor site grading is eXPEicted for accessway construction. . 07 -172.wpd I _/ STRUCTURAL TRAFFIC / TRANSPORTATION . SURVEYII"G PRE.SUBMITTAL REC'O JAN 3 0 2008 Leatham - 6002 Main Street Project No. 07-172 Page 2 Site Information Resources The following site investigation activities were performed and literature resources were. reviewed for pertinent site, information: " Review of the United States Department of the Interior Geological Survey (USGS) on-line Quadrangle Map, 7/1/1973 Revi~w of the United States Department of the Interior Geological Survey (USGS) on-line aerial photograph, 7/24/2000. " '- .Ii- Two exploratory hand-auger borings were advanced on site at th.e approximate locations shown on Figure 1. Review of the Lane County area Web Soil Survey, United States Department of Agricultural (USDA) Natural Resources Conservation Service (NRCS) Review of the USGS Geologic Map of Oregon, USGS 1991 . Review of Oregon Department of Water Resources Well Logs (attached In Appendix A) . Site Exoloration The scope of the field work consisted of advancing two (2) exploratory handcauger borings on December 19, 2007. Infiltration tests were conducted in both borings at a depth of approximately 2 feet below the ground surface (BGS) and after testing the boring were deepened lo'about 4 feel BGS. The approximate locations of the borings are shown on Figure 1. A summary of the subsurface conditions encountered is presented in the following section. Copies of nearby well logs from the Oregon Department of Water Resourceswelllog database, and NRCS on-line soil survey information are presented in Appendix A . The soil stratigraphy in each of the borings was visually classified in accordance with the American Society of Testing and Materials (ASTM) Method 0-2488. In-situ field testing consisteq of in-situ vane~shear testing of the fine-grain s'oiJs! dry. strength and dlJatency testing, and field falling head infiltration testing. '07-172.wpd PRE.SUBMITTAL REC'O JAN 3 0 2008 '. Leatham - 6002 Main Street Project No. 07-172 .' Page 3 Subsurface Soils and Geoloav The near surface soils within the project area consist of Pleistocene age unconsolidated to. semi-consolidated fluvial sedimentary terrace deposits of clay, silt, sands and gravels. '. . The NRCS Web Soil Survey maps the majority of site area as part of the Cobucg-Urban land complex, which is described as a moderately well drained, silt/clay alluvial soil complex. ' The site borings indicate silty clay/clayey silt materials to a depth of at least 3-feet below surface grade. Prior to our field work, lIie area had several days of rain and the tenants . on site reported little standing water on the property; therefore, the fine-grain soils were very moist wit~ a soft to firm consistency. Groundwater The borings did not encqunter the presence of groundwater or seepage to a. depth of 4 feet BGS. There is also no indication in the borings of a fluctuating ground water table within this zone, usually indicated by soil oxidation. Well logs from Thurston High School just north of the subject site indicate ground water levels range between 10- to i5-feet BGS, depending,on the time of year and location. Groundwater is not expected to influence the construction of the proposed project; however, isolated areas of perched water may be encountered during the wi,nter and spring seasons and should be ~mticipated during utility french excavation. Infiltration Testina Based on field-testing on the north half and south half of the proposed paved accessway location, the near surface vertical hydraulic conductivity is relatively consistent at about 2 feet BGS.' Coarser grain "bar-run" material is expected about 6 feet BGS and will likely have a greater rate of infiltration. The analysis and infiltration test results are presented below. The rate of infiltration for a soil of given permeability is primarily dependent upon two factors, the area over which infiltration occurs and the. pressure head: Using the following vadose zone equations, an estimated vertical hydraulic conductivity and rate of infiltration is presented in Table 1. A factor of safety has not been applied to the calculated hydraulic conductivities. ,. V='Ki I where: Vi is the rate of fall in the water height " K is the hydraulic conductivity 07,172,Wpd ;" PRE.SUBMllTAl REC'O. JAN 3 0 2008 Leatham - 6002 Main Street Project No. 07-172 Page 4 . i=Hw+Lf..::....!:kr. . Lf . i is the head loss' Lf is the depth of the wetting front Hw is median water height Vwt is the totalvolume of water infiltrated f is the. fiIIable porosity (assumed to be 35%) Lf=~wt_ Axf q = KiA q is the average rate of water infiltration (volume/time) A is the infiltration area hoc is the critical pressure head of soil for .. '.' wetting (assumed to be 0 inches) (Bciuwer, 1978) The soil material is assumed to be laterally homogeneous and sidewall infiltration is negligible as a 24-inch tall plastic standpipe was used for containment of the water infiltrated Summarv of Field Infiltration Test Results The measurable field test results are summarized below: Table 1: I INFIL TRATION TEST RESULTS Test Test Depth Drop in Water Calculated Vertical Location (inches BGS) Height (in/min) Hydraulic Conductivity (ft/hr) HA-1 27 0.5 2.2 HA-2 26 0.4 1.7 Rate of Infiltration' (gal/hrlsf) 17 _J 13 Conclusion & Recommendations BEl concludes that the site is suitable for the proposed development, the following recommendations are provided in anticipation that site grading will be minor, the structures will Qe placed on shallow spread footings, and that only private asphalt concrete pavements will be constructed on site. Based on the site observations, subsurface exploration, results of field testing, and the experience of this Geotechnical Engineer of record, th,ere are no adverse site 07.172:wpd PRE.SUBMITTAl REC'O JAN 3 02008 Leatham - 6002 Main Street Project No. 07-172 Page 5 conditions that would preclude development of the site as proposed, provided that the recommendations herein are incorporated into the design and construction of the project. Site Earthwo'rk. The following recommendations are for earth\'Vork in the building pad areas and roadway fill. Specific recommendations for roadway subgrade and base rock'sections are provided in the subsequent Pavement Design section of this report. Earthwork shall be performed in general accor.dance with the standard of'practice as generally described iri Appendix J of the 2007 International Building Code. All areas of fill intended to directly or laterally support structures or road/parking areas shall be stripped of vegetation, organic soil, undocumented fill, ?r other deleterious material. These strippings shall either be removed from the site or used in nonstructural areas. The Geotechnical Engineer shall observe and approvesubgrade soils prior to placing fills, base rock, or foundation forms. Areas of fill placement will require excavation of the surface topsoil to a depth of about 24-inches below.existing surface grade. In the area around the former residence, additional excavation may be required to remove foundation debris. Should soft areas or areas of distinct soil color. variation be . discovered, this office shall be notified to perform site o,bservation. Imported material is expected to comprise site fills, is constructed. . BEl recommends the use of nonexpansive, granular material for s,tructuraLfill areas. On site or imported fine-grain soil may be used for fill with approval from the Geotechnical Engineer prior to delivery to the site. Soil fill may require moisture conditioning (drying or addition of water), specific compaction equipment, and field observation and testing to achieve the required compaction standard herein. All material shall be approved by the. Geotechnical Engineer prior to delivery to the site. Shoelld soil fill be used, it is recommended that the site be graded so that all building pad areas be underlain with at least 24-inches of consistent material type, whether it is structural fill or native material. The native soils have a moderate shrink/swell potential,' therefore, it is recommended that the upper 6-inches of all building pads be comprised of compacted 3/4" or 1"-0 crushed aggregate to mitigate soil moisture fluctuations. If on site soil is used for fill, it is recommended that work be performed during the dry season when site soil moisture content is more easily controlled for compaction, Currently, the native soil' appears to be 3% to 8% over optimum moisture content. Native soil shall be compacted to at least 90% of the material's maximum dry density as determined by ASTM Method 0-1557'. The fine grain s()ils are moisture sensitive and will soften with exposure to prolonged rainfall. It is recommended that earthwork be 07-172.wpd PRE.SUBMITTAL REC'O JAN 3 0 2008 Leatham -.6002 Main Street Project No. 07-172 Page 6 performed during the dry season, generally May through October. Should earthwork be conducted during the wet season, additional project costs will likely be incurred, such as additional soil excavation, use of geotextiles or soil amendments for subgrade support, and moisture control of the fill materials. . An optio,n is to use imported fill . material, within 6-inches of the final grade, consisting of 3"-0 crushed, well graded rock with less than 10% of the material'passing the No. 200 sieve The 3"-0 rock shall be capped with at least 6-inches of 3/4" or 1 ':~O crushed aggregate. All imported granular material shall be compacted to at least 95% of the material'smaximum dry density as determined by ASTM Method 0-1557, and tested to measure compliance, Granularfill materials not suitable for standard field density testing shall be proof-rolled every 12- ,.inches in thickness with a loaded 10 cubic yard dump-truck or equivalent piece of equipment. . ." "~". . -.- Fill/Cut Slopes Fill and cut slopes shall be constructed no' steeper than2: 1 (horizontal:vertical) and shall be compacted to their outer edge by either back rolling or being over bUilt and cut to grade All slopes shall be protected with erosion control measures and s,urface water shall not be allowed to drain over the top of a slope. Foundations shall be placed .. . such. that there is at least 5.lateral feet.from the.face of slope or outside a 1: 1 plane projected from the toe of slope, whichever is greater. Excavations Utility excavations in the fine grain soils should stand near vertical up to 4 feet in depth. These soils may be classified as OSHA Type A. Excavations into the. expected underlying sand/gravel zone will be prone to caving and'are designated as an OSHA Type B soil. . Soil Searing Capacity . Based on the site observations, conventional spread footing are expected to be . constructed for the proposed site develoPment After conformance with the subgrade pieparation recommendations provided hereih, the building pads are to be underlain with at least 24-inches of consistent material type and capped with compacte-d crushed , aggregate . 07,172.wpd , . PRE.SUBMITTAL REC'O JAN 3 0 2008 Leatham - 6002 Main Street Project No. 07-172 . Page 7 All subgrade shall be observed by the Geotechnical Engineer prior to filling operations, fill materials shall be approved by the Geotechnical Engineer, and the fill shall be tested for compliance with the compaction specifications herein.. Upon satisfactory completion of the site earthwork, the .allowable soil bearing capacity at the surface grade of cut or fill building pads shall be 1,500 pst. The native fine grain soil is moisture sensitive, and shall be covered with the compacted crushed aggregate immediately after exposure. The footings shall be protected from frost influence pursuant to current building code requirements. The coefficient of friction for concrete poured neat against native soil is 0.35 and 0.50 for crushed aggregate. The subgrade modulus (k) is 130 Ib/in3 for slabs bearing on at least 6-inches of structurally compacted aggregate. Perimeter landscape grades shall be sloped away from all foundations and water should not be allowed to pond near footings. .. , The following recommendations shall be implemented in the design and construction of the project. Periodic site observations by a geotechnical representative of Branch Engineering Inc. are recommended during the construction of the project; the specific' phases of construction that should be observed are: Table 2: Recommended Construction Phases to be Observed by the Geotechnical Engineer At completion of building pad excavation - Placement or Compaction of fill material I On-site observation of subgrade soil before aggregate placement Observation of material or information on material type and source Observation by geotechnical engineer or test results by qualified testin~ agency Imported fill material 07-172.wpd PRE.SUBMITTAL REC'O JAN 3 0 2008 Leatham - 6002 Main Street Project No. 07-172 Page 8 Drainage A complete site drainage system is expected to be engineered; drainage from and onto adjacent properti~s should be considered in the design, particularly if existing elevations are altered. Foundations constructed below grade may require footing drains and shall be determined in the field. Underfloor low point drains are recommended for all inhabitable structures. On-site dis'posal of storm water runoff is deemed to be feasible based on the infiltration rates measured. Pavement Design . The presumed California Bearing Ratio for the native silty clay/clayey silt soil is less than 5 thereby placing the soil in the poor subgrade class. Based on a 20-year design life with up to a 90%. reliability, the 2003 revised Asphalt Pavement Design Guide, published by the Asphalt Pavement Association of Oregon, recommends 4 inches of asphalt concrete over 12 inches of aggregate base for the native soil. However, the private accessway is only expected 10 receive heavy truck traffic during construction of the homes and possible move in/out dates of residents;Iherefore, using conventional construction materials, the recommended oavement section for the accesswav is 3 . . inches of asohalt con'crete over 9 inches of crushed aaareaate base rock compacted to 95% of the, material's maximum dry density with a woven geotextile separation fabric between soil subgrade and the base aggregate. It is our understanding that a porous pavement section is being considered, in which case, the base rock section will likely be governed by the required rock reservoir capacity for retention and infiltration of the design starm:evenl. The base rock section specifications for compaction, gradation, and material type to be placed below a permeable asphalt should be provided'by the asphalt pavement supplier. Our research shows that a typical base rock section may be 1.5~ to 2-feet thick and comprised of a poorly sorted angular reservoir rock capped on top and bottom with about 2-inches of finer graded filter rock, all encased in a geotextile filter fabric. The approximate gradations of the rese~voir and filter rock are shown in 1;able 3. The rock should be a shot quarry type material to increase the angularity of the rock as opposed to a river . , deposit source that will be mare rounded and to movement under dynamic loading. The reservbirrock should have'aboutAO% voids and not be over compacted during , construction. , , 07-172.wpd '. PRE.SUBMITTAL REC~D JAN 3 0 2008 Leatham'- 6002 Main Street Project No. 07-172 . Page 9 Table 3: 'j Filter Rock Total Percent Passing' Laboratory Sieve Size (square openings) 2.5" 2" 1.5'" 1" 3/4" 0%" 3/8" No. 4 No.81 I' I 100 85-95 20-30 5-10 0-5 109 95- 85-90 60-65 40-50 . '18"20 0-5 .100 I - Material Type Reservoir Rock Limitations The conclusions and recommenda.tions described in this report are subject to the conditions described in this report and is intended for the exclusive use o(the addressee and their representatives for use in design and construction of the development described herein. The analysis and recommendations may not be suitable for other structures or purposes. Services perfDrmedby the geotechnical engineer for this project have been conducted with the level. of care and skill exercised by other current geotechnical professionals in this area under similar budget and time constraints. No warranty is herein expressed or implied. The conclusions in this , report are based on the site conditions as they currently exist and it is assumed that the limited site locations that were physically investigated generally represent the subsurface conditions at the site. Should site developmentor site condition9 change, or if a substantial amount of.time goes by between our site investigation and site development, we reserve the tight to review this report for its applicability. - ~ I, . Sincerely, .. . ..,,:;oj) PRO;-f.' " ,<,,~''''-_m~0J' B,.n~~G~~\ ,..:,' . . ~&OREGO~~ "",onald J. Dernck, P.E. ~.0:)i' _ ,~f),,~ ". Project Geotechnical Engineer ,1t;I;;;~~::};)~;;~'J~1' .. ~ 'o.;..L f ~ l~:"".ff#'C~//.?'//' a9 ~/" . Attachments: Figure 1 Appendi?, A 07-172.wpd .j i-- II ;X$TJ f 7 P'LJ -'- I _--.-1 ~.~'.''''~LX. N. "A" ST. 1'- -.- -,-~ --- - ,- - -EX. IS- S"'N'- - + ~E.SUBMITTAl REC'O LC . SUBDIVISION JAN 3 0 2008 ~~ n:~ ,,~ SCf> D. ~~ D' ~" ~ ~ EXISTiNG ~ _LPU< _ ~J 589"44'00"(_ ;;c.. . --..., f~l " EX!STlNG SANiTARYMANHDU-rx. ::i: ~RIU = 511.43 ~ ~ B" rL IN (N) :% 500.50 :.. It> 0" FL IN (Nt) = 500.68 X 15~ fL IN (t) = 499.47 1 6" fl IN (5) = 502.48 .? ISH n OUT (w) = 499.45 I. 1~ ...0 ~\O~ 0.' ~ ~ ~ -; ';J t-C'\~\~~G./::J ~\, ~...~ ..J.(,; ~'\~ O~\,fJC,o~_ r 183.7~'\O ! SITE PLAN FOR PROPOSED RESIDENTIAL SCOTT LEATHAM 1/4, S. W. 1/4, SEC. 34, SPRINGFIELD, LANE COUNTY, JANUARY 11, SCA..LE: 1" - [XISTING L~~ -'~ ,,, " , ,,, 6' WOOD ,- F(NCr -1- -.:,10_____ ".~. " .; ..' WIRE' (tHeE' ~ TO BE' R[A.lOVm ",0 L------ . ~ #~ X ~~ .<" c. ~ $ ~oo ,,, - i <.,~ ~::,~,Q~ ~ ~I ~.,: ~ <.,-- _~,c . " ",.,4'<: :l;~'O^1(- ...~.,,- ~, c ~I"" <..~ ... 11..,6 . ,,~ \i'(; 0' X'" &~ "" ~G ~".;C ~~ '.-.< ~~ -~,' 6' CHAIN/ LJNK f[NCt TO Bt l<E!JQV[D . o. ." X' ~, -i_~ \};J"":- 3.5' WIRE' FtNct I X TO Bt REMOVED . 01(- L------~i /'II 69 ~{ $'iftI 69 X ~ o. ." ,{ e~ ." ><- . "~..-.- ~ -':--" ~" - , 1SB SAN--;~:'-"):'._' ~-- ( i [X/STING SANITARY MJ.NHOLE I - RIM = 511."4 L-7-,8" F!.. IN (r) = 459.89 ! Ul" r!.. OUT {w) = ~98.88 .-.... ;:; " ~ - ~ - - -rx. 4~ GAS- ~ . 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W- __ _L ""t~ISTING CATCH BASIN ':l"C' ,..p' ..,,"C' ""C T ' -J ; ~~lAO;/~0'gg5.4B ~u ~u ~G ~'" ~ j ~~S~N~lg~:iH SASIN ",!.L) , BH FL OUT", 5ag.4B ,..;> "" ...;~ '! =- I a ! ._rx. lB. SAN._.~_~. I X o~ ." HA-h o :s,Y,,': 0' . ,,, '" ~ MAIN STREET ~~ _ _ ._ _ -rx. 4H GAS- I' . -:~- :......-~--rr.. lr w----- .-- I TAX MAP 17-02-34-32 ~ ' TAX LOT 600 .~- - - - -- --- - -- --'- - -. - .--- -tX. 12'" w- I; -- t ----EX 12H w- -- ~ - ~ -- -- N.W. j-.-.-.-.----; o 20 OWNER k APPUCANT: SCOTT LEA THAM SUMl.I,ER DEVELOPMENT 2073 MUSKET STREET EUGEN~ OREGON 9740B SITE ADDRESS: 6002 MAIN STREET SPRINGFIELD. OREGON 97478 I~ EXISTING USE: SINGLE F AMIL Y DWELLING ELEVATIONS BASED ON: CITY OF S.~RINGF/ELD DA ruM FOUND CHS~LED SQUARE W TO? BACK OF CURS AT WEST END OF RAMP A T THE NORTHWEST CORNER Or INTERSECTION OF 60TH PLACE AND MAIN STREET, 8M .59 (RECORD ELEVA TiON ~ 511.3-4) T.17S., R.2W., OREGON W.M.. 2008 20' WATERCOURSES: NO WA TERCOURSES OR RIPA.'l/AN S~TBACKS ARE LOCA iED WITHIN OR NEAR THE PROJECT SITE ACCORDIfo..'G TO THE II'A TER QUA!..ITY LIMITED WATERCOURSE MAP. FLOODWAY: BASED ON FIRM MAP NO, 41039CI/66 F, EFFECTIVE DATE: JUN~ 2 1999, THIS PROPERTY IS IN ZONE. X AND IS WELL OUTSIDE THE 500 YEAR FLOODWA y, SOIL TYPES: REFER TO GEOTECHNICAL RE:PORT BY RQNA!..D J. DERRICK DA TED DECE:MBER 27. 2007, ZONING: MDR - MEDIUM DENSITY RESIDENTIAL milS INCLUDES PROPERTY WITHIN 100 FEET.! METRO PLAN DESIGNATION: MDR - MEDIUM DENSITY RESIDENTIAL (THIS INCLUDES PROPEFHY WITHIN 100 FE.ET.! TIllE OF TRAVEL: THIS ,o,'W,r:>ERTY IS OUTSIDE THE ZONE OF CONCENTRA TlON (99 YR. Ton ~~raIlc.h E_ngi~eerin,g, Inc. ~310 Fifth Street . Springfield, Oregon 97477 (541)746-0637 FAX (541)748-0369 branchadmin@branchengineering.com Civil, Structures. Transportation. Surveying III' --1.. . tKJISTa; lID iLl", ~; LIF/;7 ." I ." I O!;T ! ----- . , , , ;,. ,-I I-"~Y' ~~ ~ '''I I ) J~C :'-= i/T'''''''' ~- I ~~~ j ~; i.." I rl C .. ST Ie: ~I f II. [L. & _ ",." ~I I I ~~I {~ f "'}:'~;'-'~'i'''',''-' ":_'~,,",-:t{:.. LEGEND EXISTING ?RO('ERTY LINES EXIS1J.IG CURS EXlSTr-1G FENCE EXISTING K'ATERLINE ~ff~l~d~%L~Y SEWER EXIST"'" STORM WA TER EXlSTNG NATURAL GAS EXISTING OVERHEAD WIRES EXlSTU-,Ji; lJ1\,'i)ERGROIJ"!D WIRES (TELEPHONE, FS91 OPTIC. 4 COM\:J EXlSTfIJG PUBLIC IJTLIH' EASEMENT EXISTING TOE o.~ SLOPE SITE [LEI'AT/ONS FLOW AP.ROll" EXISTING K"A TER 1.ETEF. EXISTING TELEPHOIJE RISER EXISTING ELECTRIC lItTER EXlSiWG MAt_ BOX fX!STtJG T'ElfPHOlE ~'ALL" Dr/STING F!fiE HYDl,ANT EXISTU-lG SHUT-OFF VALVE EXISTING H~SE SGB . EXISTIJG CATCH BAst. EXISTING 4:,t,I.'HO'_E EIM'ff A~-l~RtiJg'=-MMfP EX:SH'I!G POWER POLE PROPERTY :ORNER l'" ~ ~I_r, . " ,-!, Il(.F.sTON ~, =, PAG" ,jap VICINITY MAP PROJECT NO. 07-}72 SC4!...~' NOlIE -,- - - -EX w~ -- :-E:.X SAN"~-C --EX STM- -EX GAS""":' -- - O.'--iW~~ -UGW- s.x'-- '" [!] OJ '" " .:). , '" ""::::.., ~ ~ L~J II . ~ ~t..' ~ EXISTING co.\'CRETE EXlS,...G GRAVEL DRIVE EXISTING FIR TREE EXISTIIIIG DECID!.IO:JS TREE EXISTING FIR nEE TO EE REMOVED tile'\2007\07-/72 Leolhem on Main\ TENT~ TWE DRAt;,iN3S\07-/72 TENTA. T1\f~ SU3DMSIDr.JDWG HA-l o LOCA TlON OF HAND AUGER BORING -.; ~ S c.,:, k: r- io.J \-','J.;;: PRE~SUBMI1TAL RECO JAN 3 0 2008 .:" APPENDIX A . . , .' I DEPT; OF WATER RESOURCES WELL LOGS & SOIL SURVEY INFORMATION ....... -", "2--. 'STATEOFOREGON DEO -31993 f?f:' yuz) /7%:~:JyO c3<1d MONITORING WELL REPORT, RESOURCES DEe.l' L '3~- 1b ' (as required by ORS'537.76S & OAR 690.240.0!it.8T:\.t,"" OREGOl'l , -:/. Start Card # (1) OWNER/PROJECT: WEU NO. HW- 3 (6)iOCATION OF WELL By legal description NIInl'; Soriu2'.field School Diqtyi et Well Location: Courirv T,;:mp Address 1890 N. 42nd Street To\\nshipT17S t,N o@Range R?~ (E o@ SectioIl 'v, City Sprin~fi p-lrl Slate OR 'Zm Q7li.7R 1. NW 1L4ofJT.l 1/4ofabovesecuon. (2) TYPE OFWQRK: [i ECEI Vts.a2Street,ddressofwelll",,"ion :"" .~' _~ 8~, I[] Newcons.truction 0 Rcpa~_ DRccon~itJ.im_ _ ~ 3. Tax lot number of well location "r'......u5.1.......I;...L..\.I.' Vol'- O 0 0 - UUKIIUwn . .~ Conve!,ion . DeoP'"ing . . Abandojl11-1 _ '1 lQ'iLl. 4. ATTACH r>lAP WITH LOCATIONIDENTJFIED. (3) D~~~:~rMETHOD 0 RotaiyMud o-Wb"l;ER RESOURCE 3 6Wr.,\~11-~~~~~}:u~~L: IKl Hollow SI"'" Auger 0 Other ~I\LEM. ORECON Ane,ianP,os,we---=-...JbI'q. in. (4) BORE HOLE CONSTRUCTION Land surface ~.- WateHi~t co:er ~sutface flush vault . ~ l.ocking cap (Casing (9) WELL LOG: ~ diameter .., i,n. material ~ch: 4U PVC Welded Threaded Glued o I]J 0 Liner' diamete.. matenal Welded Threaded Glued . 0, 0. 0 Yes No (;'lSlandWlS . 0 0 Vault{ 'f ... ~fl. . ~ TO ;- "lft. > ;. ~~. r ,., . ,. 'jo. .., , ~~.. b .' 20' Depth of completed weP "- ~, - ~ Seal -Lfl. S"nd -- in. TO -< ~fL Well seal: Materi81)~enton i te AmounT .:..J I Q', 1 ~-lQ.O.1b.s . . in. Bentonite plug alleast 2 ft thick -- Filter pack ~fl " TO-<- ~ft. Screen materi~l Sc.h. 40 PVC interval(s~: From 5 To 20' From -. T(l- Slot size .010_ln, Filter pack: Material Silica Si7m 1 f'\_?f'\ in. (5) WELL TEST: DPump DBailer Permeability Yie\i1 ~DAir o Flowing Artesia~ r,PM Conducuvit\' . PH Temperatureof Wl!.tpr _55 OF&_' 'Depth artesian flow found ft. Was waler analysis done? ".Q9Yes 0 No Bywhom:....E3.,,-4 -F";" f\,1f"'\-'--rh'r.T~.'~t" T,=,'j-..n"Y'~t"nl'Y > Depth of strat.a to be a.'1aj)'~. Frow l:. ft. to 'J" it. Remarh- Narp.e of supervising Geologist/Engineer Daniel F. Humro rd p~'. JAN 3 0 2008 . (8) .WATER BE4-~G ZONES: Dgl~ ~t w~ch.water~as:firstfound -- 1'2.. S' From TO" ESL Row RaLe ' 12.5' 20' > 1 <,nm I I I I I SWL I I I Ground elevation 50S' ~teri<!.! From SWL Asphalt o To 2" Fill". 1" minuq crushe~ rock. 2" 6" Sand'~ med-grained with some silt and 6" clay. 6.5" jl"PfH.llm hrrn..m mn;c::-r- ,fP_;::lklv to rnoderstely plasti:, Sands fining upwards, Few granules and pebbles 5' - 6.5'. I I I I \ I I I ,; " ?n' ~-r~"';7t:> 1 - rn~J:.s.o Q .::In...:! with roundin~-~ranu] ~S~ pebbles and cobbles tBar Run) . Saturated at 9 I . tlrown to lL', then rn~duim'glay. Dalesfarted 10-28-93 Completed 10-2R-93 (unbonded) MonitorWeJl ConsuuctOr Cer....ification: I certify that the work I perfonned on the cOO'tnlction, alteration, or abandonment 'of iliis well is in compliance with Oregon well consuuction st.tndardG. Materials used and information rep'rted above are true to the best kJ.1owlcd~e and belief. , ~~_... M:WC I'{U.-nOCi Signet! Da~___ ._ (bonded) Monitor Well CoostrJ.ctor Certification: I accept responsibility for the constnlction, a1~ration. or abandonment work petformerl on this well during meconsuuction dates reponed above. All ;''fork perfonned du . is time is in eomplia with Oregon well construction .- sumdards. Thi~" . "~!O the st 0 owledge and belief. MWCNumber 10288 Sign . _ ,"./ Date 1l,.2~-~j, , '-<--'" -",'~.,--.~ <-~" .-.... ORIGINAL & FIRST COPY, WATER RESOURCES DE? ARTMENT SECO COPY"CONSTRUCTOR THIRD COPY 'CU~TOMER .,"--.".,~- .,-~~'",,~.......' -"' ,.. '~'~\}/'fDIk!."""'-=-""""_"4."""".".__-.__",~_. ."'" ~, <' STATE OF OREGON GEOTECHNICAL HOLE REPORT (as required by OAR 69lJ..240-0?S) . c, ".~. ... ,. ~~ .~" ....-. - (,:'] PRE.SUBMITTAl REC'O JAN 3 0 2008 DECj 3 1996: LA rJ c' wAr~~~i~:J~~;g;~EP1. 51 C; /3 (1) OWl'.'ER/PROJECT: Hole Numbe, Es - h . Nwne DR8'-.oN D\;:p\. ,..,;:- (.;EQIIY..Y / '" 'i'~"N~R,../..~~ AddJ-ess RtnAIF ()l1!'"f-Ml <r #:-7'i? <u'(TF q{S" . City ~..&.1"b State oR Zip C{'11.:~:!... (2) TYPE OF WORK EfNew 0 Deepening 0 Alteration (repairlrecondition) 0 Abandonment (3) CONSTRUCTION: '@'Rotary Air 0 Hand Auger D HoJlow Stem Auger DRotary Mud o Cable Tool . 0 Push Pmbe DOther (4) TYPE OF HOLE: o Uncased Temporary ~ Cased Permanent D UncllSed Permanent 0 Slope Stability DOUler '~(5) USE OF HOLE: Q,NIL IIF'I M'IT\) l\~""I"r.>MINE: ~j{:r&jT &!ill (;)tJAL,n<="< ,.,;:- r.RAVEL) SAN~ ~IL:T:;(-"LA\J" (6) BORE HOLE CONSTRUCTION: . .~ Special Construction appro\'al lXi. Yes 0 No Depth of Completed Hole ~ ft. From To Gauge Sle!1 PlasUc Welded Threaded o ?./,1 I 0 --1 B o o o Slotsize AJo <-MJNiZLTI6N To \"... (8) WELL TES1\ ~O o Pump, o Bail,r Penneabilitv Conductivity Temperature of water of/C' Depth artesia.n flow found ~ ft. Was water analysis done? DYes 0 No " Bywhom? . Depth of strata analyzed. From Remarks: HOLE SEAL M,"~rlii\' From' Tv GEM.vJUT 0 IU..1 '1 , 1 Diameter From 1'0 to' I 0 'Z.{,I' I I I Backfillplacedf~m.,...-.---- ft. to_ ft. filter Pack placed from ft. to ft. (7) CASINGISCREEN: Diameter Casing~Z". , ~ _Screen: DAlr Yield PH SacksiJrpmmc; 7Y <~<.I<< Material Siz:_of !'~~__-----=: gr 0 ~ o 0 [] o 0 0 0, 0 0 o ,0 '0 0'; DO ":;0,." )A.lbWA ITa o Flowing Artesian GPM ft. to (9) LOCATION OF HOLE by legal description: ,. E .. J ,,_,0' u 0 I " County L..J"'tN Latitude ...,-, _~ {)t"J AI Longitude IlL ($ Zo IA/ Townshin \1 ' N ,or(S)Range Z' E or@WM, Section 34 sir J/4J; A,W 114 Tax Lot LoI Block Subdivision SlreetAddressofWeJl (or nearest address) Olb F"oR~.cTQ'f r~IIJTf'P ]\\lJdcrMl HI(,.H SdiML; 3~~ N S8"'~ 5PR,NGI'=IElb Map with 12<;l1110~ /!Ientllled (')U" b.. ~l!8jt~~ lJSC.S S"r/(/NG.FIEU>.Yl.. ~~~ <.: \ (10) STATIC WATER LEVEL: - II ft. belo..... (and surface, Artesian pressure lb. per square inch, Date -, Iqlq {, , Date (11) SUBSURFACE LOG: Ground Elevation."'\"oO . c: I () I I . Material DescriPtion I ~EE:' ATm::l-\ lD> . <!-It? rr I Date Staned 7 /'1/'1 b (12) ABANDONMENT LOG: Material Description From Sacks or Pounds To j Date started , 1 1 'Professional Certification '(10 be signed by a licen~ed water supply or monitoring well constructor, or registered 'geologist or civil "engineer), I .- ;1 accept responsibility for t."Je constructio!l. alteration, or ~bandonmentwork performed 011 during the construction dales reported above, All work performed during this time is in compliance with Oregon geotechnical hole construction 'standards. This report is uue to the best of my knowledge and belief. I ' ft. License ~r Registration Number C \ 1"-\ \ Sign,ct ~ h /,LJ",... D." \?),.O~ [/;? . ",.-P't. (.:,6:"t>1 , AN'/) fl'l'N IN Il,), Date Completed AffilijJ.rion -'2RF I. , I THIS REPORT MUST BE SUBMITTED TO THE WATER RESOURCES DEPARTMENT WITHIN 30 DAVS OF COMPLETION OF WORK . I I , ORIGlNAL& FIRST COPy,WATER RESOURCES DEPARTMENT SECOND COPY,CONSTRUClDR THIRD COPY-CUSTOMER . . I' DOGAMI ES-6 SUBSURFACE LOG MATERIAL DESCRIPTION _"'I PRE.SUBMllTAL REC'O '. . JAN 3 02008 FROM Sandy Silt (ML) dark brown, soft, plastic, pebbles 0 Sand (SW) med brown w/some' fine gravel, damp 7 Sandy Gravel (GW) fine. gravel in coarse sand, damp 11 Gravel (GW) fine to coarse, wet l4~ Gravelly Sand (GC) brown, pebbles, .volcanic, wet 34i Sandy Gravel (GW) pebbles 47 Clayey Sand (SC) tan, w/some gravel, plastic, wet 49 Sandy Gravel (GW) pebbles to 4cm. 52! Clayey Sand (SC) tan w/some gravel, poorly sorted 54 Gravelly Sand (SW) brown, decreasing clay/silt, pebs 3cm 56 Gravel1y,Sand (SW) .graY,,(when dry), cemented 67 . Gravel . 77 Silt (ML) brown, cemented, hard . 79 Sand, brown, cemented, hard, red green grains 80 Gravel (GW) wet brown to dry gray' .89 Gravelly Sand (SW) coarsening to fine sandy'layer 93 Gravelly Sand. (SW) w/some clay, brown, wet, cemented 103 Gravel (GW) fine, brown, w/some sandard silt, volcanic 108 Sandy Gravel (GP) w/some silt, brown, pebs 2cm, more waterllO Gravelly Sand (SW) w/some silt, pebs 4cm, volcanic, brown 114 Clayey Gravel (GC) tan, tine, pebs 3cm, volcanic, 'plastic 124~ Sandy Gravel (GW) w/some silt, brown wet, gray dry, 131 Gravel (Gp"j bO;llder, basaltic .w/10% well rounded pebs 139 Gravelly Sand (GW) brown, pebs fine 2.5cm, volcanic .143!l Gravelly Sand (SW), gray green, fine to coarse, volcanic 15li Sandy Gravel (GW) grey brown, fine, pebs 1.5cm 161 Sahd (SP) medium, gray w/some gravel fine, 166!l Gravelly Sand (SW) brown, med to coarse, pebs 1.5cm 175 Gravelly Sand (SW) coarsening to sandy gravel 180 Gravelly Sand (SW) w/1~s of hard sandy clay 195 Sand (SW) w/sorne fine gravel, brown, med to coarse 204 .Gravel (GW) w/sa~d, clean gravel, trace clay 207 Sand (SW) clean, med w/some gravel, trace clay 228 Gravel (GW)" . 230 Sand (SW) clean, med grained w/some fipe sand tr fines 235 Gravel (GW) 237 Sand (SW) clean w/some i" gravel 243 Gravel (GW) 248 Sand (SW) .c1ean, medium wJ!" gravel 257 Gravel (GW) C,,"'''''''';';'7Z;pO l ~:. ,;~, <,/ ,.,,~ i;~2l ~.:"r.11 ,. DEe 2 3 1996 WAfi':::i \:~lCc::~ OEPT. SAUJ\.ri, C;";LGGN TO SWL 7 11 11 Hi 34! 47 49 52~ 54 56 67 77 79 80 89 93 103 108 110 114 l2H 131 139 143! l5H 161 166! 175 -180 195 204 207 228 230 235 237 243 248 257' 260 267 'l Ii fr "" II ~'I .- -- .. ."-. . :.'! hl ,n SOil Map-Lane County Area, Oregon (6002 Mam Street, Sprll1gfleJd Oregon) ! 506040 506080 , a N -~ a ~ ~- ~ ~ ~- , a ~- ~ a ill m o- N m " ~ .W N ~ ~ -~ ~ I 506040 0- o I 506160 I 506360 I 506120 I 5062a~ N A 400 _..~ 180 :-eet 600 30 60 120 - o 100 200 t~~ Natural Resources Conservation Service Web SOil Survey 2.0 National Cooperative Soil Survey 12/26/2007 Page 1 of 3 J f " ""'U .::0 rn , en <= CCI :s:: ~ <- l> :z CO 0:> '" <:3 <:3 , A:ll 0> . rT'1 . (") ::0 ., Soil Map-lane County Area, Oregon (6002 Main Street, ?pringfield Oregori) MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils SoilMap Units Special Point Features Blowout "[8] Borrow Pit 'X:' Clay Spot ~'..'~: Closed Depr~ssion Gravel Pit Gravelly Spot Landfill , lava Flow :~; Marsh Minear-Quarry ;@'~ Miscellaneous Water '0 Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded 'Spot Sinkhole Slide Of Slip Sodie Spot Spoil Area stony Spot US().~ ~ Natural Resources Co-nservation Service :4J.! Very Stony Spot' Wet Spot Other Special Line Features Gully~ Short Sleep Slope Other Political Features Municipalities ~~O~; Cities IT] Urban Areas Water Feat~Jres Oceans. Streams and Canals Transportatiori Rails Roads ~ . Interstate Highways US Routes' State Highways Local Roads Other Roads Web Soil Survey 2.0 National Cooperative Soil Survey , :MAP INFORMATION ~; , , . : Original soil survey map sheets were prepared ~t publication scale. Viewing scale and~printing scale, however, may wi.ry from the original. Please rely on the bar scale on each map sheet for proper map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey:nrcs.usda.gov Coordinate System: UTM Zone 10N > . This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Survey Area Data: Lane County Area, Oregon Version 6, Dec 22, 2006 Date(s) aerial images were photographed: 5/24/1994 The orthophoto or other base map on which the soil lines were compiled and.digitizedprobaply differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boun~ariesmay be evident. . 12/26/2007 Page 20f3 " '- l> :z: W = ~ ;::0 rn . ~ c:= CD s:: j;! r--;" ;::0' ITI ('") o 01'> = = 00 Soil Map-lane County Area, Oregon. ''''''+ ~.~ Map Unit Legend 132 134 I Totals for.Areaof interest (AOI) E:;n;~ =-;;,;w;; Natural Resources Conservation Service C?oburg-Urban land.complex Courtney gravelly silty clay loam ;>-"--:""", , . Web Soil Survey 2.0 r~ational C.ooperative Soil Survey .,. 6002 Main Street, Springfield Oregon 18.0 0.0 99.9% 0.1% 1 18.0 I 100.0% I PRE.SUBMITTAL REC'O JAN 3 0 2008 12/26/2007 Page 3 of 3 " ~ . , J 12/07/2007 08: 43 FAX 541 736 1021 CITY OF SPRINGFIELD PIV \. .' ,.DECI06-2007 THU 02: ,- PM 'BRANCH ENGINEERING ~41748038B ~,.-:~"-- i;j] 002 p, 01 eJ~Q::~ PUBliC WORKS DEPARTMENT I Engineering Division Phone: .(541) 726.3753 Fax: (541) 736-1021 STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK - (Are" below this llneJilled "ut by IlppllcllnQ - (Ple/J.'e retUrn III MatfSloud~r@ CI(p ofSprlllgflel1/ PublkJ Works Englnoerlnl# FIlJI: Ii 136-1021, Phone # 136-1035.) , PrujcctName: ~n.IW.....s....l!H\"\~iI:l>r\N\('l\n>""'N\- Applicllnt:1(pl'lp, cJ~~}:. 'P~~ Assessors Parcel #: n-o'1..~Ll.2;Z. pate:I?jlo/tP V '_n Land Use(s): ~',~)~:l,\~"'~,,"\ Phone#: . l<.lltl.~~' Project SJz.e (Acres): O.\&l;, C\.C._ . Fad: "1t1l,,- 03€>'l Approx. Impc,nious Area: ~,.,.."bUS ~<v'rI""Ijh>1L Emai!: IID~.I t)b"..,,,,_j,.,~~,,ttV'i~.,,.;._ Project Description (hlclude It copy of Assessor's map):.. '. r:'l. \0\'. . ~ OS: *' i.... ev..~~r.wo~d IA);~ QY\.l.. ~'~u. -.\''''''':\'1 V'l.S ic:l~, I"Q.v,,\\U.. 1):1: 1i\ Yll.\d 01'\ SDf '-, ('Z.O/Il il- c:xxf1~)'1M. s,\h \.0':\1 'l:>A- CtiLJl,\'C~td w;-\I. ~ d(",ql.4.l' 1l:>i5~ o...;:.~ ciV'i\Je.~,\" - . . J I I Drainage Proposal (public connectlonCs)1 dischargolocation(s); etc. Attaoh additionalsheet(s) ifnecesslU)'. --r4 yoof ~vo.:..'/'IS -r..o-M ~ d.1.A.~u~eS W~\\ ~.::.:.I\t<-~ :",Cl..~ f:\lL ',I\..\l.-L l:~""~ cJ; ~dv~I,/e.v:c.'f' ~~S ~, ~ vJ:\\u,I\Y'Iu..-.t +0. ~ tl'~&\{~ ~',,,, :I"l Wlo.',,.,'E:.-t, (fin c'i))i" a..q~\\~.l,:.~Y'\ l~ 'Il.e.\"!)'?ftfo....td). 11u- dvivuu...." ~:\\ be. ~~c:l..f~M ~~~~." . . Proposed Stormlfater Best Management Practices: . . ..' . . ?t:>~S 05~I-At\- oes{ff'td '?W c.~~ ~ ?~VX\ fB6S ~~...A.s _ (A~a he/olY thl8 line If/led ou!. bv ('Ie Cilr uad Relllrned to IlIe An"I/.I",t) - _ (AI a minlJ1M1l, all bo:<os .nBe""d 0/ the ell}' on IhBfront and bl/c, of/his shee/ahall bu.bmitted for an application 10 be complctuft" .ubm/ttttl, allhough (}ther rl1(jlli/'~m.nra may be necessary.) Drllinal!e Sendv. TVJie fEDSPM Section 4.03.2)! (Note. UH mav Iie substituted for Rational Method) III Small Site Study - (use RBtional Method for .aleyl.tion.) o Mid-Level Development Study- (use Un;j Hydtograph Method for caJculaliocs) D. Full Drainage Dwelopmellt Study - (use UnitHydrogt1lph'MelhOd for calculations) Environmental Considentions: II Wellhead Zone:. "-!/~ III Hillside 'Development: tJJA I!l Wet1andlRiparlan: JJ/A It! Floodway/Floodplain: rt11 ~ Soil Type: "3Z-(oblA<; IJ~ ~ (i;} Other JUrisdictions: I)/)CT Downstream A""lvsj~: , . o N/A o Flow line for sWting water sl.ltface elevation: o Design HGL to use for stazting water surface elevatioll: o ~oieijunction to +a)!f>I anaiysis to: _ Return tD.MAtt Stouder (a1 Cltv ot' Snriol!field. emllll: mstouder@ci~Jlrinqfield.or.us. FAX: (541\ 736-1021 Revised 1.1120/2001$ Br<rod:. Jones PRE.SUBMITTAl REC'O JAN 3 0 2008 ! I I I I I , I ! I .i i . , " 12/07/2007 08:44' FAX 541 736 ,,"'::DEC-06-2007 THU 02: t 'M CITY OF SPRINGFIELD PW BRANCH ENGINEERING >"7460389 Ii1I 003 p, U~ 1021 . COMPLETE STUDY ITEMS fForoffioio'U..Only: ~ l ." Ba.w,d upOlllhe i11fo,matioir prcNldiid ollrh~ front of this sheer, rhe [o/l()wln~ rep'es~nt.s a minimum of what is neodedfo, on , applicatlan to be conlp/et~for Jubmirtal with resp~'" to ""t1nQge; however, this /is/.hould not be ....d in /leu qfrhe Springfi.ld Deve/opmont Cod~ (SDC) or rho Ciry '. Bngin..,lng Desis;n MaflUfli. Comp/ianoe wilhlhese requiremont. does nor comtlfllt. silo approval; Additianalslle speolfto informarlon m'lY be required. NO/e: Upan scoplng sheet submit/al. enmr. compleredjorm "", been signed In the space prfNided be/ow: Interim Deliign Slandardst'Water Quality (EDSPM Chapter 3) ~~~ '. ' .. . fii 0 Annon-building roo'/lop (N13R) imperviouS surfaoes shall b. pre-lreate4 (e.g. multi-chambered ca!Chbaliin w/oil . fil(r;U;on media) fOI' stormwalor quality. Additiohally, a minimum of 50% of the NBR jn'perviOtlS surfa~ shall be \riMed by vog.wed meth.ds,. .. .' f!fiil 0 Whore required, ve!;elativ~ stormwater de~;gn shall be co;uistent with ulteril\1 design standards (BD5PM Sectlon 3,02). .et fOIlh by the Bureau of Environmenllll Services (ailS) or Clean Water Servic.' (C\VS). 1!lD For new NBll imporvious area less than 15,000 square feel, a simplified desig)1 approach may. bo followed lie specified by the BE!S for vegetative troatment. ' o l!illfa s\Ormwater1reatmentswale is proposed, submit calculatlonslspeciticalionsfor slzing, vcl<\city. flow, side slopes, bottom slope, and seed .nix con.i'tent with oitller BES or CWSrequitelnOnts. .~ .0 Water QUaUty calculations as required in Section 3.03.1 oitlle EDSPM . .. ' o II All baHding rooftop mounted equipment, or other fluid containing equipmonllooared outside orllle building, shall 'be provlded with secondlll'Y contaiiUllent or weather resistllnl enclosure.. . . Gonersl Study ReqlJlrCllluts (EI>SJ'lY1 Scelion 4,03) . !i 0 Drainage study prepared by a Profession.1 CIvil Engineer licensed in the state of Or oil on. :J e A complete drainage study, as required in EDSPM Section 4.03.1, i~cllld;ng a hydrolo~ica15tudy map. Jil 0 Calculations showlDg S)'Stem capacity for a 2-year stonn evenl a~~ ovc.rf1ow effects ofa :!S-yelll' stonn event ] III the time of canccntretioll (Tc) shall be determined u,ing .10 minute start time for doveloped basin'. Review of Downstream System (EPSPM Scetion 4.03.4.C) o Ii A downstream drainage .naly~i$ .5 described in F.DSPM Section 4.03,4.C. On-sile drainago 'hall be &ov..-ned by the . Oregon 1'Iumbing Specialty Codo (OPSC). ",. D. IS Elevations of tile lfOLand flow lin.sforboth city and private syololll' whero applicable. . Design of Storm Systems (EDSl'M $eelion 4.04)' . Ili 0 Flow linos, slopes, rim elevations, pipo type and sizes clearly indicated on th'l'lan set. . IX tJ Minimum)'ipe cover shaD be I g inches fur reinfu~d pip" and 3610ches for plain conome lUld plasDc pipe materials, or proplll' engineering calculations shall be provided when less. The ccv~r shall be sufficient to suppclIlllrl 80,000 Ib , load.witlloul f'ailuro of the pipe structure. ' .0 Ii! Manning's "0" val""" for pIpes shall be consistent withlab!e 4--1 of the BPSP. All slol1ll pipe. ahall be designed to aclIieve a nrlnimum volodty of three (3) feet per second at O.S pip<) full based Oil Tablo 4--1 as well. OilIer/Mise iii 0 Existing and proposed eontoul'll, located at one, fuot interVal. Include spot elevations and site grades showing hnw 8M . drllins' . .. . ..,....--...'.....' II 0 Private stormwater easemenlsshall bo clearly depicted on plagS wh~n I'rivall1 storm\vater llows n-om one property to an~~ . o iii Drywalls shall not receive runo(ffrom any surtilCe w/o being treated by one or more BMPs, WUh tI1e exception of residential building roof, (EDSf' section 3 .03 .4.A). Additional provillons apply to this as required by the DF.,Q. R.efer to the wobsite: www.rleO<:lJl'l'J.or""/wo/orollndwallJ&j1ome,hclllfOrmor<information. O. Ii! Detention ponds shan.bo.desiglled to limit J1,rnoffto pre,deve1opment rates for the 2 ttrrough 1S.year storm events 'Thalarm $hall /)e Included a.Y all /lttadlmen4 inside the/mill COV_', ofd.e wtormWOIer study 'IMPORTANT: ENGINEER PLEASE READIIELOJY AND SiGNl As tho englneer;ZfNoor 1 hereby cemfy the above requlre~ ItemS are cOlnplere and k..luded wi~l tho ,nbl!!ilted atonnwate: stuQy and plflll ,ot /i I SIgnilture: '/1u.A- ~/I . Date: \ /14 i 09, . ~ / Revised 12/412006 Brenda Jones PRE.SUBMITTAL REC'O JAN 3 0 2008 Oregon Dep:a,~>penl of Tl'fHISPOt"lutian ","- 1r PERMIT NUMBER APPLICATION AND PERMIT TO OC(;",PY OR PERFORM OPERATIONS UPON'A STATE HIGHWAY GENERAL LOCATION See Oregon Administrative Rule. Chapter 734, Division 55 I CLASS: I KEY# PURPOSE OF APPLICATION ITO CONSTRtJCT/OPERATF:/MAINTAIN' D POLE I TYPE I'MIN. VERT. CLEARANCE LINE . D BURIED I TYPE CABLE G' PIPE I TYPE -- LINE ~/Y"\\J.'0.-\Q,V' r FEE AMOUNT D NON-COMMERCIAL . SIGN . D MISCELLANEOUS OPERATIONS ANDIOR FACIUTIE~ AS DESCRIBED BELOW B~'~~i~ii~r~iirE~~\~~l5~N;~li~)~~~~~lt;i~jt INSlJ RANCEn3Ed(j)R~D'-R~FEREr~CE:':" . '> R-~-'-'-~;,~i"ti]rti:l':E~;c"~:"cl';:::9j..'R-'7j4;'55:;:k . : 1i..if:.J. YES+-'I~n~t:.F:~NO:~-t:n'~-~'i;"'\""'~:},~S HIGHWAY NAME AND ROUTE NUMBER yY)C-Yp\,\2;lL W.c..,,^Ul~ O-Q..F.: 1'2lD ' HIGHWAY NUMBER '-' 'lCO~NTY . D\'? . Lo."lL BETWEEN OR NEAR LANDMARKS 2:'2..1 ~t JA Jt.."',*,* ;M~flc..-t\\)(\ I}J;{k (QI-\1- 9\a.u.. HWY. REFERENCE MAP' I D. ESIGNATED FREEW. AY I'N U.S. FOREST . . nVES .@NO DYES BNO APPLICANT NAME AND ADDRESS "KeVl-U. C\a~~ I 'P~I'\{S '\2:,Y"~ ~1{\eQ.0Y'\:> . 3\0 oft... S\vci--\- 'S~Y\r\)+: Q.\c\.'b~ qlLJll DETAIL LOCATION OF FACILlTY(For more space attach additional sheets! MILE POINT TO MILE POINT ENGINEERS ENGINEERS STATION TO STATION SIDE OF HWY OR ANGLE OFCROSSIN'G DISTANCE FROM ::ENTER OF PVMT RIW LINE BURIED CABLE OR PIPE I SPAN DEPTHNERT. SIZE AND KIND LENGTH ~,lo'Z- (".~'Z.. Y\O~ L1 or*- ~ DESCRIPTION AND LOCATION OF NON-COMMERCIAL SIGNS OR MISCELLANEOUS OPERATIONS FACILITIES SPECIAL PROVISIONS (FOR MORE SPACE ATTACH ADDITIONAL SHEETS) TRAFFIC CONTROL REQUIRED ~OPEN CUTTING OF PAVED OR SURFACED AREAS ALLOWED' . D YES [OAR 734,55,0251611 D NO . DYES IGAR 734;55,'0012) D NO (OAR 734,55,10011) . AT LEAST 4B HOURS BEFORE BEGINNING WORK, THE APPLICANT OR HIS CONTRACTOR SHALL NOTIFY THE DISTRICT REPRESENTATIVE AT TELEPHONE NUMBER: OR FAX A COPY OF THIS PAGE TO THE DISTRICT OFFICE AT: SPECIFY TIME AND DATE IN THE SPACE BELOW. . A COPY OF THIS.PERMIT AND ALL ATTACHMENTS SHALL BE AVAILABLE AT THE WORK AREA-DURING CONSTRUCTION. . ATTENTION: Oregon Law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies,af the rules by calling the center at (503l232-1987. CALL BEFORE YOU OIG 1,800,332,2344 COMMENTS, OOOT USE ONLY PRE.SUBMllTAl REC'O JAN 3 0 2008 IF THE PROPOSED APPLICATION WILL AFFECT THE LOCAL GOVERNMENT, THE APPLlCI:\NT SHALL ACQUIRE THE LOCAL GOVERNMENT OFFICIAL'S SIGNATURE ~EFORE ACQUIRING THE DISTRICT MANAGER'S.SIGNATURE. LOCAL GOVER~JMEf'JT OFFICiAL SlGN/\TURE T!TLE DATE x A~7~tL/ I APPLICATION DATE Whentl'"ls application fu"approvpJl'byth'3 DepaiLment. the applicant is subject to, accepts and approves the terms and provisi1ins comained and attached: and the terms of Oregon Administrative Rules, Chapter 734. Di"ision 55, which is by this reierence made a part of this permit. TITLE ? ..ro\e.c... Jr; Mo..Y\CJ..~ DISTR1CT MANAGER OI1"REPRESENTATIVE TELEPHDNE NO. Et\I.14lo'O<D?1 APPROVAL DATE x 734-3457(2-06) 07/13/04 rUE 07: 18 'PAl: 5417262579 ,~ c{ ,",--- --.....- .,~. DIST' FIYE PERMITS Detention Basin Reyiew Submittal Cnecklist c1 DRAINAGE CALCULATIONS' @ B B Narrative (Eyjsting and Prapo'sed) 0' Slope of drainage basin(s) r:J Shape of drainage basin( s) er Soil type(s) . B'" Ground cover o Storage B' Other . . Drainage Basin Areas (Eyjsting arId Proposed) Time ofConcentriltion (Existing and Proposed) ~ Show Location of Flow Paths G Lengths Offiow paths 0" . Slopes of flow paths o Flow Regimes.. . o Points of Concentration RunoffCoerncients Rai.'1fall Data (I-D-F curves, isopluvial maps, etc) . Peak runoff (Before and After) 14! 005 PRE.SUBMITTAl REC'O JAN 8 0 2008 (3 cr [2( o o o . Auxiliar~' overf]ov,' capacity (I GO-F) if Unjts: Prep'are Gaic.ulad~ns iD.. the same lhl.its that the 'construction drasvings are prepared.. . Outlet control stru.crure rek;ase rates (orific.es: \verrs, etc) Storage and volume for detention (required and available) SITE PLAN / CONSTRUCTIONDRA\YINGS !3" BuildingS' Er Lanesc.aped Area. 8' cr o ~ Drainage SysteIr3'- Existing G Drainage, Systems Plans.fuld Details - Alter Dev~lopment o Detention S}'stem Plans and Details o Auxiliary Outlet or Overflow. o Screening provided to p:Lotect miDc.es - - - . Impe.rvio us Areas Contours - Existing ContOlJrs - ~t...fter Developn1ent o Back-Check Calcu12.tiorlS: P1:::.ns: and Details for ConSistency , PRVl; (9-24-99) f' ...... ...-~-c..".."...~c="....,...c. .. II! 'I,' SUMMER DEVELOPMENT INC 2264 LAKEVIEW DR PH. 541-912-1122 Ii; EUGENE, OR 97408 ' ," II! Ilf PAYTOTHE /lfJo / I ORDER OF (..,/., I' _ ~ j / ~ .../ - 1-;?c:V i@ AfrJu~.-//:2#.<kf/ C1!<"&"1- 7/00 II/ii/PACIFIC. conTmm.~~~ / . 1541686-8685503-350-1205 ~..J I lhenghtbankcom - ""'---~ //J- !:I F~R ;1'/[(?-#V fI . _ _111!-r#if#3, ~I 'i': : .11' 01'15- !~ ";.'C;';:~, ..........~ .... ........., _ ....,... ....., ~... /'~B~ / I DATE J $ Lj O() o{,; ..._.1 ........']1' !I~I 795 Ii 1,- , w Ii I' I' F , a mr~:?~" i~ DOLLARl? ill B,,", It I" -~I; I" ...,_.....~ " PRE.SUBMITTAL REC'O JAN 3 0 2008 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone ~ City of Springfield Official Receipt DevelopmentServices Department . Public Works Department RECEIPT #: 2200800000000000129 Date: 01/30/2008 3:01:13PM raid By SUMMER DEVELOPMENT INC Item Total: Check Number Authorization Received By Batch Number Number How Received Amount Due 336.00 $336.00 Job/Journal Number Description PRE2008-000 I 0 CTY Subdivision Tentative Pin Payments: Type of Payment Check Amount Paid mem 793 In Person $336.00 Payment Total: $336.00 PRE.SUBMITTAL REC'O JAN 3 0 2008 cReceintl Page I of 1 1130/2008