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HomeMy WebLinkAboutApplication APPLICANT 3/3/2009 Z'. -;; - 'C City of Springfield" Date Received: Development Services .Dep(irtment 225 Fifth Street MAR 0 3 2009 Springfield, OR 97477 land Division Tentative PlarlOriginal Submittal Partition,' Subdivision Partition Tentative Pre-Submittal: Partition Tentative Submittal: . Subdivision Tentative Pre-Submittal: Subdivision Tentative Submittal: .. . . - , ,,... Applicant Name: Yem W. Benson Icompany: IAddress: , IAPPlicant's ReD.: David J. Collier Icompanv: I Address: , I ProDertv Owner: same as Applicant ICOmDany: '/Address: , IASSESSOR'S MAP NO: 17-02-33-41 ITAX LOT NOeS): 1704 . I ProDertv 'Address: 5642 N.A. Street SorinlifIeld OR 974 ISize OfPrODertv: 27750 I Proposed Name of Subdivision: 5 Doves Estates Phone: /Fax: (541 )688-8897 940 Hwy 99N Eugene OR 97402 Pacific Surveying, Inc. I Phone: 'IFax: (541)767-0790 75506 Blue Mountain School Rd. Cottage Grove OR 97424 I Phone: I Fax: Acres 0 Square Feet l2?J Description of If you are filling in this form by hand, please attach your proposal description to this application. ProDosal: See Attached I ExistinQ Use: Residential 1# of Lots/Parcels: 5 Si ~atures: Please si~n and. IAv",. Lot/Parcel Size: 4945 sf IDensity: 7.8 du/acre .1 rint your name and date in the appropriate box on the nextea~e.1 . . . Associated Applications: Siqns: Pre-Sub Case No;: PrZE-2D""'lJ~ r [)007(" I Date: I Reviewed by: Case No.: 5v~WDq-tooO(o I Date: 3/0/D1 I Reviewed by: M- IAPPlication Fee: $. &700.0[) ITechnical F~e: $ 0~S .10 IPostaqe Fee: $ I CnO.[!lj TOTAL FEES: $ 1IQ<3.l5'" I PROJECT NUMBER: PlZJu.m--nCOLot I I , /, I J , I , J , I j' I J . ,/ .' ~ r~~er Signatures This application form is used for both the required pre-submittal meeting and subsequent complete application submittal. Owner signatures are required at both stages in the application . process. An application without the Owner's original signature 1NiII not be accepted. Pre-Submittal The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre- Submittal Meeting. Owner: Date: Signature Print 'Submittal I Owner: I represent this application to be complete for submittal to the City. Consistent with the completeness check performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as necessary for processing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and,the City may begin processing the application with the Information as' submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a complete application. .' '---.1 _/~ Signature Date: .)-.13-0'1 , Print Date Received: MAR 0 3 2009 Original Submittal 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone ' Job/Journal Number SUB2009-00006 SUB2009-00006 SUB2009-00006 Payments: Type of Payment Check cReceinll liE~, "Jity of Springfield Official Receipt Development Services Department Public Works Department RECEIPT #: 3200900000000000136 Date: 03/03/2009 Description Postage Fee Type II " $160 CTY LDR Subdv Tent < 2' Ac + 5% Technology Fee Paid By BENSON DEVELOPMENT CO, ddk LLC Item Total: Check Number Authorization Rec~ived By Batch Number Number How Received 612 In Person Payment Total: Date Received: MAR 0 3 2009 Original Submittal Page I of 1 8:56:05AM Amount Due 160.00 6,703.00, 335,15 $7,198.15 Amount Paid $7,198,15 $7,198.15 3/3/2009 ... NARRATIVE Tentative Subdivision for 5 Doves Estates Tax Map 17-02-33-41 Tax Lot 1704 The purpose of this project is to subdivide tax lot 1704 into 5 parcels. The property currently has a residence. The existing house is located at the south end of the !."vl'''''Y. Public water, wastewater and storn1water utilities are located in and on North A Street, other utilities are in a 7' public utility easement along the south property line and in a 15' PUE in the land partition to the north. The zoning and metro plan designation for this . area is LDR. The property is 185.00 feet in the north-south dimension and 150.00 feet in the east-west dimension Date Received: MAR 0 3 2009 Original Submittal ,-I j.t; ,,~. After Recording Return To: ' David J. Collier 75506 Blue Mt Sch Rd Cottage Grove, OR 97424 DECLARATION OF JOINT ACCESS, , MAll'iu..NANCE AND UTILITY EASEMENT RECITALS' A) Declarant: Vern W. Be!lson is the owner of certain real property more particularly described as follows:, B) . Lots 1-5,of5 Doves Estates as recorded in Reception No. Lane County Oregon Plat' Records.: B, Purpose: this l)eclaration ofJoint Access, Maintenance and Utility Easement is made to specifically provide for: ' " (1) Access and Utilities to Lots 1e5, and any future division of these Lots. '(2) Maintenance requirements of the Easement, and ' (3) Responsibilities for all persons who are or who may become parties using said Easement. WITNESSETH: Now therefore'in consideration ofthe foregoing' recitals, which are expressly made a part of this Declaration of Joint Access, Maintenance and Utility. Easement, the undersigned hereby declares as follows: ..' , , . (1) Declaration of Access and Utility Easement: There is hereby declared, granted,. conveyed and created' It perpetu,al and non-exclusive easement as a means of ingress and egress to and from Lots 1-5. It is further declared and provided that said Easement may be utilized for the installation and maintenance of such utilities as may be needed to serve smd Lots'. It is expressly understood that no rights outside the Easement are provided. The Easement is more particularly descnbedas follo~s: - . Description will be taken from Final Plat. ' . (2) Extent: The Easement created by this declaration is not personal or in gross but is appurtenart to each said Lot. ' " , Date Received: MAR 0 3 2009 Original Submittal . , - , (3) Duratiqn of Covenants Binding or Successors and Assigns: The Easement created by this declaration shaH be perm.anent and perpetual and shall constitute a covenant runnipg with the land and shall be binding on and inure to the benefit of all heirs, successors and assigns of said Lots. ;~ (4) "Exclusive: The Easement provided herein shall be exclusive to the owners, heirs, successors and assigns ( arid their guests) of Lots 1-5, or any portion thereof and each shaH be entitled to use the Easement for the vehicular and pedestrian access for which it is provided. The Easement shall noLbe impeded by any party, and except for temporary or emergency conditions, no party shaH have the right to park, load or unload any vehicle in the Easement right-of-way. (5) Maintenance: Any party may cause the Easement right-of-way or any portion thereof to be maintained or repaired. The party causing said maintenance or repair to the roadway or stormwater swale shall pay for such work. Other persons using the roadway shaH be liable for contribution based on that party's relative use proportional to the total roadway use, The cost-of maintenance of the stormwater vegetated swale shall be shared equally. This payment shall be made in a timely manner, pot to exceed 30 days, from the date ~f receipt of proof of expense. (6) Taxes: Real property taxes shaH be paid by the owners of the property upon which the Easement is located. (7) , Indemnification:' Each party shall indemnify and save any other of the parties harmless from any liability, loss" or expenses resulting from that parties agents and emplqyees, any independent contractor hired by that party, and that parties' permitees, invitees, licensees and guests unless that injury is caused in part by any of the other parties' failure to contribute to the expenses of maintenance of the Easement. (8) Further Documents: In the event that the any of the Parcels requires any further grants or easements to document and effectuate the Easement created herein, Grantors each represent that each ,will execut~ said grants of easements. , Date Received: MAR 0 3 2009 Original Submittal , - . Granted and declared this Vern W. Benson State of Oregon) ss County of Lane) ,"., J day'of ,( .,\ .2009. Personally appeared the above named who acknowledged the foregoing instrument to be , his voluntary act and deed. Granted and declared this Notary Public for Oregon day of . .( .e' .2009. Date Received: MAR 0 3 2009 , Original Submittal ~\' . e ,"'- c_ .(,~. :"C-~;I) ")'.:>-- C-r. /-f ./ . /':. ~.,' A,-:; :-;;. ~.I' - Fidelity National Title Insurance Company 200 Hawthorne Ave.. Ste. A.100, Salem. OR 97301 (541)e83-6422 FAX (541)3444534 PRELIMINARY REPORT ESCROWDFFICER; TinE OFFICER: Patty Smith ORDER NO.: 4608005208-FTEUG25 A.Update TO: Pacific Surveying Attn: Dave Collier 75506 Blue Mounllilln School Road Cottage Grove. OR 97424 eUYERlBORROWER: Vem Benson PROPERTY ADDRESS: 5642 A Street Springfield. Oregon 97478 EFFECTIVE DATE: November 18, 2008, 08:00 AM 1. THE POLICY AND ENDORSEMENTS TO BE ISSUED AND THE RELATED CHARGES ARE: AMOUNT PREMIUM , SubdMaion Gueranlee $ 200.00 2. THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS: A Fee 3. TinE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: Vem Benson, en esIa1e In fee elmple 4. THE lAND REFERRED TO IN THIS REPORT IS SITUATED IN THE CITY OF SPRINGFIELD IN THE COUNTY OF F9, STATE OF OREGON, AND IS DESCRIBED AS FOLLOWS: SEe EXHIBIT 'ONE" ATTACHED HERETO AND MADE A PART HEREOF Date Received: FOOR0212.ft1w MAR 0 3 2009 Original Submittal Order No.: 46Q8005208-FTEUG25 EXHIBIT "ONE" Parcel \I of PARTITION ,PLAT NO. 93-P0353.fiIe June 07, 1993, 0lIlcla1 Records of Lane County,Oregon. Less and Except any portion lying within LAND PARTITION PLAT NO. 94-P0532;omcial Records of Lane County, Oregon. Date Received: FDOR0213.rdw . MAR 0 3 2009 Original Submittal Older No.: 460800520B-FTEUG25 AS OF THe DATe OF THIS REPORT, ITEMS TO Be CONSIDERED AND EXCePTIONS TO COVERAGE IN ADDfTlON TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN THE POwey FORM WOULD BE AS FOLLOWS: GeNERAL EXCEPTIONS: 1. Property Taxes are as follows: Ascal Vear: Amount Levy Code: Account No.: Map No.: 2008'-2009 $3,0El4.88. plus Interesl, if any 01900 1504093 17-02-33-41-01704 2. City liens In favor of the City of Springfield, if any. 3. Easement(a) for II1e pUlllOses(S) shown, below and right81ncldenlal thereto a8 delineated or as offered for dedication, onlhe plat of said property. Purpose: Affects: Public utilities and Incidental purposes ' Southerly 7 feet 4. Impl'llVement Agreement, including the terms and provisions thereof. Recorded: June g, 1993. Recepilon No. 93-35034 5. Improvement Agreement and Application for Sewer Hookup, including tile terms and plOvislons lhareof, , Recorded: December 10,1993, RscepHon No. 93-80724 6. A deed of InJsllo secure an indebtedness In the emount shown below, and any other obligations secvred there~ ' Amounl: Dated: Grantor: .T ruales: Beneficiary: $200,000.00 Augusl26.2008 Vem W. Benson [; ~'",. ~.3n land Tille Company Robert McCormick and Marcia McCormick. husband and wife . Recorded: August 27. 2008, Rec;eption No. 2008-048922. 7. Right, Tme and Inte~ of Vlml W. Benson, lIa discloaed by recorded AugUlil27. 2008, Rec"pllon No. 2008-ll48922, Official RBI;OI'dsof Lane County, Oregon. . , . , END OF ITEMS AND EXCEPTIONS A. B. There are no judgments of recordageinsl Vem Benson. There are no lax liens of record against Vem Benson. j:.UUl"'\u.)~.rdw Date Received: MAR 0 3 2009 Original Submittal ~ ! 1706 · i 0.47 AC. &:l.O~.l z "Q "0 ,i. 0.38 AC. !;, PCL. 2 ,l~ uo ,,, 8SQ1l'u"-'COJ :' _ '''00 ~ !RI ~ 1401 WEST 17000' -, fO ;~ t(<< 170,OV" ,. peL 1 ~~(!? .J D 3"~ .. : " !l5Jlo' ~ .:;ree- IO-lY - - -.- --=~- _: ~ S.37787: 0 1400 : ~ 701 702 Q ........... "'-00' ~ ~ Jr J ~ : g 0.16 AC, 80.20 AC2 - iI'~ ~ 1"'7""l7V ~ ... : ?! 6840 S.F. Sil. n. bOO SF. so. l"t. U i;;l;", - "",,,,00' ~"',,; I, PCL. 1_~CL. 2 .? . ...... . .... ..' ~~,P.~, 95.00f.'f1'!'l ,7jlP<r ~~ 1500 '''''.0 v600 '''0 <> o I .'.0 1703 1704 .. (I 1501 0.42 AC. 0 64 AC 0 r . . III " . PeL. T -PeL 2 -~ ... f1e2 (I " .. SD' o .; oil o " .. .. ..... .~ -.' "".1.1. ~ I '\\ol~OP' 2..c..o.o "'':~'9~';:f'" .~ir::: > I Ntl8"u" ,. AC AC~~ : B NE COR. a. SQ, f'T 3970 sa. n. 8 -. ~o R G HIXON PCL l' PCL~O. 5 AC. 5," !I"' /.. -.,..., .... sa fT ., lfJ 0 LC 86 .39117 "311' peL:5 ~ iI '. ..... . - "-J".;r:~, / ' ''J...LL..L-__LLL.i___J~'' R. \.....0' !;,A." o \lEST 1"-99" "NORTH - '-L ' !lA" 1,-\ ~o 0 , .. T T ...: . ~ NW COR. """.1"1' 5.~ o I S.D. GAGER ! lao',,, D.LC.45 r I : 1902 I" 2.75 AC. -1~ ( /,~ Jui FIDELITY NATIONAL 111 LE COMPANY ~lIa SC o~ U.~T .'J '-~ ,..... \ ;, ~ ~''''''''.'i' O~~l:... 3000 1.23 AC. \000.0' ;1 3001 '" "0 ;". . ~ 0_ .,. .,c.. ~. ," \()~.~ ."'1'.\ o....{, :..1 S.23845 This sketch above is made solely fu,the .... .,_ of assisting in locating said premises and the ......_, assumes no liability for variations, if any, in dimensions and location aSc:enained by IU:luaI swvey. Map # 17023341 01704 000 Date Received: MAR 0 3 2009 Original Submittal .;-. , ....." tfJ.... "l~. I ,- II ).n". RlICOIdlDg_ finl AmoricoD Tille PO Box 10146 ~OR!IU4O ,. ,,\)IIt"1 ~,... ,,~ ~ .. ~.!e :>0<: THIS SPACE RESERVED FOR RECORDER'S USE After recording return to: First American Title PO Box 10146 Eugene, OR 97440 Untll a change is requested all tax statements shall be sent to the following address: Vern Benson 940 Highway 99 North Eugene, OR 97402 UlVISlon of I4Ilef Deput.y Clerk 'lMOJlAAIIM ' Lane County Deeds and Records &Ul/U'VI'I\IW III " '" II " 11111 M""""1f""U fill $31.00 0111..s3.;2-'~"~bJ.10.._-.. ......-DEED 07/30/2008 03; U : 29 PI! """ , Cnt=l St.n=4 CASHIER 02 $10.00 $11.00 $10.00 File No.: 7191-1261992 (DKM) Date: July 25, 2008 STATUTORY WARRANTY DEED Warren D. Lomax also known as Warren DanIel Lomax, Grantor, conveys and warrants to Vem Benson, Grantee, the following descrim;(j real property free of liens and encumbrances, except as Specifically set forth herein: . PARCEL II OF PARTITION PLAT NO. 93-P0353, FILED JUNE 07, 1993, OFFICIAL RECORDS OF LANE COUNTY, OREGON. LESS AND EXCEPT ANY PORTION LYING WrrttIN LAND PARrmON PLAT NO. 94-P0532, OFFICIAL RECORDS OF LANE COUNTY, OREGON. ' Subject to: 1. Fiscal year real property taxes, a lien not yet payable. , 2. Covenants, conditions, restrictions and/or easements, if any, affecting title, which may appear in the public record, induding those shown on any recorded plat or survey. The true consideration for this conveyance is $164,900.00. (HI!r@cllf11l1y with req......~,~ DIORS 93.030) y Date Received: MAR 0 3 2009 Page 1 of 2 Original Submittal ! .. APN:1504693 Statutory warranty Deed - continued FOe No.: 7191-1261992 (PIlM) Date: 07/25/2OOB BEFORE SIGNING OR Au.."'t'.,NG THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOlIf THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195- 336 AND SECTIONS 5 TO 11, OF OiAPTER 424, OREGON LAWS 2007. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPliCABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE OTY OR COUNTY PLANNING DEPARTMEI'IT TO VERIFY THAT THE UNIT OF LAND BEING TRANSFERRED IS A LAWFULLY ESTABliSHED LOT OR PARCEl, AS DEFINED IN ORS 92.010 OR 215.010, TO VERIFY THE APPROVED USES OF THE LOT OR PARCEl, TO DffiRMINE ANY liMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930 AND TO INQUIRE ABOlIf THE RIGIfTS OF NEIGHBORING PROPERlY OWNERS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195-336 AND SECTIONS 5 TO 11, OF CHAPTER 424, OREGON LAWS 2007. Dated this 25th day of Julv .20~. dh.~ ~y~ ~niel Lomax. . ~ . BY: "J7"7. ~.- . STATE OF Florida , L rJ~ -.:.../-7 S AT'IDRNEY IN FACT'<7 (J ) )ss. ) County of 01~eL- This instrument was acknowledged before me on this ~ day of July' , 20 08 by WammDanieJ Lomax by Kathryn Erilda Waters, his attorney in fact. " ,(]tHk P ~;Au , / - .. . Notary Public for Rorida d ',..;"..;; . .. bAiHv II. OAMJAll My commission expires: .f~\My-.yc. PubIIc~:::::~, 8/;,//) 9 ~J ~'DD397362 : 'I .. ~.%~. Bonded By National Notary Assn. r I .. '," .. ., " ...' ..,. " Page 2d 2 Date Received: MAR 0 3 2009 Original Submittal .~II,._,...... \ . <<. l.'"J ...~.~\t',(;].:::~~,~~&~J\-"H~iV,e';'!l~~~ ro: . ' ,''':...-~~~lit...."._', '~~~ ~, - ' ""-"':;f.'-.pi-".--l~~~ ,".; .~ =-;;;.~"'l'",~;,..."<-.,~~",~"-~ ~~r4-~~'f:'." "'~ '~~~'T~~}~.a~:d ~~~~~~~~~~~~~ '~.- ",c'"",,," 6\0 r ::. '-_...;..;, 9380724 CITY OF SPRINGFIELO IMPROVEtlEllT <AGREEMENT ANO APPLICATION FOR SEWER HOOKUP ~ie. :the under'signed property o..mers. request permission to connect the follcr~ing d~scr1bed property to the sanitary sewer owned. and lI~intained by the City of Spr1ngflelcl, I~e therefore agre.e to,pay'a charge of $0.17 per square foot of the benefiting property for the first 150 feet of depth as a deposit against future assessments for sanitary sewer. . Part of: Tax Lot No, 17 07 33 41 01700 'Receipt No. Property Descrlpt1on: Address 56A~ ~A" Street The Southerly 100 feet of parcel 2 1n Land Partition Plat Number 93-P0353 as platted and r.corded in the Lane County 0""90n Partmon Records in lane County. Oregon. ll!EDEC .10' 9:WO'lREC !t~eC.l0>93IU}llPFUJ.lO , This 'agreement. does not include the cost of a tlOuse connection to said Clty S~~er, S~rler user charges. connect1on fees. plumbing permits or other such.costs to be assumed by the property o\'m~r. The applicllnt. agrees to wa1ve all right to" remonstrate ilgainst an improvement project for san1tary sewer to be duly initiated by the City .Council; . but not the right to protest the amount or manner of spreading the assessment th~reof. if the same shall appear ~a Applicant to bear inequitably or unfairly upon said'property of Applicant. NOW THEREFORE. the City agrees that if Applicantcompl1es with the. terms of this agreement and w1th all other applicable laws of the State of Oregon. lane County. and the City. the said Applicant shall be entitled to connect the .J ex1sting residence to the public SeNeI' systems. The covenants. hareln containe<j shall run ~,.ith the land .herein described,. and shall be binding upop the heirs', executors. assigns. administrators', and successors of the parties hereto. and shall be construed to be.a benefit "and a burden upon the property herein described. ThiS agreement, shall be recorded in. , the lane County.Oeed Records.. " '.. WHEREFORE. thepart1es have set their"hand and seal th1sloi!l.,da{of _n."....b...-- . 19~. .. CiTY OF SPRINGFIELO By /Q",,- 0~."1il D1rector of Public Wor~s APPLlC.ANT HAf::J' ~'" UNA,. ~~~~.~: WA~" OIoH'G''- /.oDfoiA,JI..., STATE OF OREGON) ) 55 COUNTY Of LANE ) - , - On thlS \O~ day ofDfit.Ef.\~R , 19"t3. appeared before ~e and signetl the above document:: . the .applicant p~rsona i.jy' ~ .OFFICIAl-SeAL 'j01J&Nj~l1e:'i1~ON CQW.1ISSl0fll NO. 009()14 lilY in!.I.IIISSlli~ WWS S!:PI.11.1\'I1 A P,J:7C ARI;;;b..d ' ' . NO~UO 11 C 'for OregOn . My Conmission expires . 5t;p-r". ~~; I"\~G. ,; Finance Departroont .Information: Trun~ Sewer ' 100: . 150' "$0.17/;(" :' L~~erar Sewer ~7 ~~fl:_no .. . REnJR,j TO, . , , ' , ".' '..' CITY OF SPRINGFIELD . ,PUBLIC ~TIR~S OEFT , 225 FIFTH STREET. SPRINGFIELO, OREGON ---,- ..3Jt~:~,. . 5.00 10.00, . / ,; r ~ = C'l ..., .l!! - = 'E a::: :c ~ '::I (/) Iii <:: 'm 'C 0 4lT 9380724 .:........ .,' c.c t..l (ll o -.I 'N ... ,'.n .' ".' ,." ~ " :1' S~~Qf~n:, . CG;llnty_uf~n~. '. .'. '. .' -. I.lh~ ~)'a,;ork.: in~isd: (<)fl~'!.)l<! .' C.:Jt,lnly,'do I.."".,. ~llify 1I~1 th" ..jthlll mstru~nl .....u t<<l'h'l'd.f~ tl'(\Ird.1I -',.' , ",. ":";j' ~::.:,:,! t~f[E'g5'~!?:(2Ii' .,:.. .' .....~._, ,. ;...,-. .,: ~ :' ;::: ....,. . l..one.c"~;ryOFp.<iAl~: ,'."'C~.~.,;; , . ". .. ,-- :..... ~\-"". ..'_ .~~U~~?.-,' '" 1 , .... '" . ".' Date Received: '. MAR 0 32009 Original Submittal 'J' I" .'i~.' 9"J50JA " _l:;::- u" IMPROVEMENT AGREEHEIIT iii CONSIDERATION of tho covenants herein reCftl!d, th& City referrt'd tc as tit>" and BESSIE PAl MI!tk' referred to as Applicant, do Covenant and "'9ree is hlluws: WHEREAS Applicant desires Oevll-loPlllent Approval from City; ilnd WHEREAS, !lny future development wlth1n City or wfthtn CIty's Urb~n Growth Boundary located ill lane County will cause both an iillilllldfiite and louliHurlll dOllland On tho 'various pUblic filcil1tlu of City llnd Llna County; I of J~~~\j~;t~\~~,~ hereinafter .. hereinaf'ter I';.; 1i", .~ ; .)'0' . I, . . ) I.' i~ It ~....=:-n uow THEREfORf. Applicant and titl agree to tha following $chtldullt of publ1c facility ili'lprovemnts ilna respective cost auumption polfcy: STREET UlPROVEMEIfTS along the frontage of 1I0RTH 56TH STREET AND NORtH ~AW il:R~f.T to include: (Xl surfa:cC! pav1ng; (X) stOrti sewers; (Xl sanitary SIlWOrSj {Xl CUrbs; (X) gutters; (X planter stripsi lX) street trees; (X) street 1tghh; JX) stdew~lks. ~LW.O? 931llDilEC 5.00 TRAFfIC SIG/lALS it the intersection of tLA. OTHER IMPlWVEHftlTS N.A. .!E!JUII.C9'93IIOJPFlRG 10.00 LEGAL OESCRIPTlON: 8eglMtng it the tlIonwoint Ill"rtlng tho Southwest corner of the Jeuia ". Hann Donation Land Cla1111 IkI. 74, 1n Sedio.n 33, TownsMp 17 South, Ranlll! 2 Hest of the 14tnamettc Heridtan; thanee along tho South Hne of nld Donation Land Claim. East 1591.00 feetl thence r~orth OO"06'30U 248.00 feet; thrnee East 10.00 feet to the true point of heglnning. thence continue hst 250.00 feetl thence South 00'06'30. Wast 218.0() fcetl thence West 2J5.00 feeti thence North 44'S6'45u West 21.19 feet; thence North 00'06'30. Eut 203.00 feet to the trve point of OO9fnn1og in Springfield. lane County. ONlgon. :'COITJOilAl WfONiATiOH: _l! .9? }~ .91-O.1'7nn Tnx lof r(o. Propl!l"t,y Addrv$s IT IS UNDERSTOOD that this agreealent h enfo~able by the'State of Oregon, Lano Coullty or City. , IT IS FURTHER UNDERSTOOD thAt Appllcant agroes to ,1gn <<tij' and all waivers, pottt1ons, consents and all other di>c.uments neceuary to obta1n the above listed f~roveJOonts undel" any ImprovErn<!nt act or proceeding of tho Sto.to of Oregon, lane Count,y. or I:H,y u may be proposed or adopted by tho State of Orlgon. lane COllnty or C1ty and to tlOlive al1 right to relDOnstrate against such 1r:lprovelltlnh, but not the right to protest the amount <lr ImInncr of spreidlng tile asseSsment thereof. if the sallie shall appear to Applicant to bear fnequitably or unfatrly apon safd property of Applicant; " /lDlITHrREFORE. CHy agroes that Applicant's execut10n and performance of the ter/lls of this Agreement 101111 be deemed to be 11:1 comp}f,lhce with City's policy por-hining to Il1lprovement rltQUIreillllOts, and 1f Applicant cOlIIplies in every respect with 411 ather appl1cable laws of the State of Orl!goll, lane County ilnd Cay, the said APPHcanl shall be entitled to Dl!veloP<Ul1t Approval: alld HI ADOITION. 1t Is the 1ntentlonof the parties hereto that the covenants btrefn coot.1ined shall rUn wfth the land here1n dllScrlbed, and shall be binding Upon the hefrs. executoN. i$signs, ad:ninlstralors. and SUCC~Ssors of the parti,s benIto, and shall be construed to be a benefit ~nd a burden upon the property heroin described. This Agreement lhall be recorded In thelaneCount,y~edRQcords. WHEREFORE, tho part.ies have set their hind In.1 Gy rQ,,,,, ~- .,.. Ul'::ettor01'~rkS : tli: ,.,. sul ithl~ day of hJ,.l,,&---, ]9~ I 0 /ilIA! R",,,,I'. Jff!.12 '-'APplfcallt ,..,4 CO STATE OF ORi:GOO ) )55 COUUTV OF LANE ) ,r- On thlsOV '4I.1y of /.21&bn Z'9"d 'iIGaOo~o"" . A.';,. . '/' . .......,. "A ~ '= ......o~ P fl[rt '1i ... :;1'W:;~/'! ~I'-~ ,"9" My C"""loo ExP1\:l!,!i3' {j14,itJl.' \.~~.. ,~... q "'.;.o'~ l ' ' i'~ ~ ........... ~ ~~ . RElUR~l TO: ......~lI' ~\".....'\ " em OF 5P~I"G"f1.~.,.- "'Ulll''i'I/ORKS om. Gv ... ~.; , ApPlIcant J "'..I', ./J.€"fffL" ?l9l;9Nt/1( . 1 there personally ilppeared"before~ and'::J ' , ~i ,-I Q) o (I)' l:: (I)' -' .. 0; -GI,,:',~,-:--, t en (ij c: :~ o ;cn '= '= '...... 'm = c::: <( ~ " i I - m f1FTH!mm . 5PAlrICFlEW. OR,COli I 97417 'L , . _l~t~. 'f. $ '-,-" ~ - ~ 1m I I-~~j J.~ . Ii ~~. M'"w; ~)I': ~i I~ '1.."", 'q~~~g -(;7.u~ ;!~ '~"1H;} ,,,,,(,,,,:'; : "..;i ti'}~l~ l\!Ji!'Iij i:;:".,ll. ~ . si.l:tl \t~' :\?k;i 'f"" ?Ji.., ;'!e@1 I~ ~iq ~;"".i \/o.,t.,! 1."'~t'\ ~~~~: ~-c.~l ~~ .~ q ,iillW~ ~~ ~JS, ~~,~ i\!t"""l . ,t.'itm:a '~!l',' ~ri!"t;ll; ai.'1.Jt~~ tl;,'~4~! :.:i!.:At"J ~",.; ~j~ ;,:~f:::::{~~; :rt~~:~;. '."i:]~;;~C ~;~ , 'Cl'~~ , if'!,~J) ~,lfi ~i~~ .,~.';; ~:u,;. )-~t ~i? '&i ~t~ ~~ ~ l:';;;#.~~ 11J.r' -.13 I r f t~~_:~~ l..... ~ I I ~~ 1:. -\' . I!';'i;';",.,".-' Date Received: . .-------.---.... ,.-- . MAR '," 0- 3-' 2009. Original Submittal L 9335034 SUI<:DfOngun.. C\l,,"tyllf~,~. 1,Il,qCounlJo.,'k.ln<>.ndf<lrlhcNid Ca~nIy.c!uhcn:b~(~"'/ttullh....(lhfn l",,~......l"<ri..-.dr~rll'ftlnl'" 9 .A!495 n: 19 .... 1854R ~ l..onco Ccllnly OFl'lOAl.II_I4I. :,~c..".~. _ 1/ ~ n_.._-:,.........__:___......-.. . 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COf~ Date Received: MAR 0 3 2009 Original Submittal_ Drainage Study for 5 Doves Estates City of Springfield, Oregon Case Number: Map Number: 17-02-33-41 Tax Lot: 1704 Prepared for: Benson Development Company c/o Vem Benson 940 Hwy 99N Eugene, OR 97402 Prepared by: HBA Design Group, LLC C/o Todd Powell, P.E. P.trBox 508 Walterville, OR 9748~0508 (541) 988-1862 December 22, 2008 . - . ~ 4 4 '} ) a DESIGN .. GROUP land use plannlflg + Ctvil engineellng Drainage Study for 5 Doves Estates City of Springfield, Oregon Case Number: Map Number: 17-02-33-41 Tax Lot: 1704 Prepared for: Benson Development Company c/o Vern Benson 940 Hwy 99N Eugene, OR 97402 Prepared by: HBA Design Group, LLC C/o Todd Powell, P.E. P.O. Box 508 Walterville, OR 97489-0508 (541) 988-1862 December 22, 2008 Date Received: MAR 0 3 2009 Original Submittal CONTENTS Page Executive Summary ....... ....... .............. ............... ....... ............ ............ ......... ................... .......2 Existing Cond iti ons.............................................................................................................. 3 Developed Conditions. ........ ........... ..................:............. .... ...... ....,..............,.... ....................4 Erosion Risk Assessment............... ........ ........................... ...,..... .......................................... 5 Appendix . ................... ...... ....c,...... ........ ................ ............ ......... .............. ....................... .....6 Vicinity Map Soils Information Drainage Calculations Date Received: MAR 0 3 2009 Original Submittal EXECUTIVE SUMMARY This report discusses a storm water management plan to be implemented in conjunction with a land development project for Benson Development Company called 5 Doves Estates. The project site is located at 5642 "A" Street, Springfield, Oregon. The O.64-acre property currently contains no buildings. The development proposes to subdivide the lot into 5 individual parcels and subsequently develop these parcels with single-family residences. On all lots, the roof downspouts will be tightlined and conveyed to the vegetated swale that is located on the west edge of the private common driveway. The vegetated swale will drain to the south and outfall into an existing ditch in "A" Street. All the proposed driveways will drain towards the private common driveway for conveyance to the vegetated swale. To the maximum extent feasible, yards on all of the lots will be graded to allow yard runoff to sheet flow into private road system. Date Received: MAR 0 3 2009 Original Submittal EXISTING CONDITIONS. The 0.64-acre project site currently has one existing home and driveway, along with common landscaping and fruit trees. The property takes access off of "A" Street. Site topography is relatively flat. According to the SCS Soil Survey for. Lane County the predominant soil type on this site is Coburg-Urban land complex, hydrologic group C, Symbol 32 (see appendix for further descriptions). DEVELOPED CONDITIONS The proposed development site area will include the entire site. The post-developed drainage basin is 0.64 acres in size. ' A joint access, private driveway, is proposed to provide access to the new homes. The driveway will be 18-feet wide, have an 18 foot driveway apron and will be approxiinately I la-feet long. The driveway will be constructed with no crown so that the stormwater runoff will flow to the west edge ofthe driveway. The driveway will also be sloped to drain from the south to the north as runoff is collected in a low point for discharge into the proposed bioswale. There is no detention proposed for this development project, per the Stormwater Scoping Sheet completed by the City of Springfield staff. On all lots, the roof downspouts will be tightlined and conveyed to the vegetated swale that is located on the west edge ofthe private common driveway. The vegetated swale will drain to the south and outfall into an existing ditch in "A" Street. All the proposed driveways will drain towards the private common driveway for conveyance to the vegetated swale. To the maximum extent feasible, yards on all of the lots will be graded to allow yard runoff to sheet flow into private road system. No frontage improvements are proposed for "A" Street. WATER QUALITY The 5 Doves Estates project proposes to treat runoff from the site by means of a vegetated swale located on the west side of the private driveway. The private drive will be sloped from "A" Street to the north and into a low point at the entrance to the swale. In addition, the private drive will slope at a 2% from the east to the west to an extruded curb along the edge of the driveway. The extruded concrete curb will be notched at Station 0+95 so that the collected runoff can flow into the upper portion of the vegetated swale. The vegetated swale is designed to have a I-foot bottom width and will flow to the south at a slope of 0.005 ft/ft. The vegetated swale will be constructed with a rock check dams at the. center Date Received: MAR 0 3 2009 Original Submittal of the swale. The check dam will insllre that the flow in the s'wale is uniform and will help increase the contact time for water treatment. The design requirements for a vegetated swale are as follows:, I) The swale width and profile shall be designed to convey runoff from the pollution reduction design storm intensity (0)2 incheslhour) at . Maximum design velocity of 0.9 feet per second. . Minimum hydraulic residence time of9 minutes. . Minimum longitudinal slope of 0.5 percent, maximum slope of6 percent. For slopes greater than 2 percent, check dams shall be used (one dam every 12 feet). . Designed using a Manning "n" value of 0.25 for grassy swales and 0.35 for vegetated swales. 2) The swale shall incorporate a rip rap pad flow-spreading device at the inlet. 3) Vegetation shall be established as soon as possible after the swale is completed, and before water is allowed to enter the facility. 4) Unless vegetation is established, biodegradable erosion control matting appropriate for low- velocity flows (approximately I foot per second) shall be installed in the flow area of the swale before allowing water to flow through the swale. Date Received: MAR 0 3 2009 Original Submittal ,EROSION RISK ASSESSMENT Due to the size,ofthe area to be disturbed, the very minor existing slopes on the property, and the absence o'fenvironmei:1tally sensitive areas, we assess the overall risk category as LOW: . Less than two acres will be disturbed. . Existing residences are located directly downstream of the subject property. . Slopes generally are between 0% and 2%. . The Coburg Urban Land Complex soils on the site has a "slight" erosion risk on slopes less than 15%. . There are no critical areas or buffers located on-site, down slope, or with in a Y. mile downstream of the stormwater discharge point. The following temporary erosion control measures are recommended at this time: . Silt fences may be required to keep pollutants from migrating out of the area of disturbance and onto private property. The use of the filter fence shall be determined at the pre- construction. . A gravel construction entrance to prevent tracking of debris onto public roads is recommended for this project to protect the public streets. The existing driveway for Lot I may be used as the construction entrance if approved by the City LDAP inspector. . A concrete wash area will be required if concrete is used for the new driveways. . Temporary catch basin inlet protection in the form of "biobags" will be required on all existing catch basins and curb inlets on the subject property and in the "A" Street vicinity. . Permanent erosion control in the form of seeding exposed soil (with interim mulching as needed) is required over all exposed soils. . If needed, additional BMP's can be implemented as corrective measures. A detailed erosion control plan showing locations, installation methods and maintenance requirements for specific erosion control meas'ures is provided on Sheet C2.0 and C2.1 for the Land and Drainage Alteration Permit (LDAP). The LDAP will also include guii:lelines for rapid response to unanticipated conditions. . Date Received: MAR 0 3 2009 Original Submittal APPENDIX Vicinity Map Soils Information Drainage Calculations, , Date Received: MAR 0 3 2009 Original Submittal Vicinity Map Date Received: w.~ 0 3 2~~9 IJ(D1n~:tl ~iJt)(rht~2,;_._.______ NAD 83/91 -~~i I!.W ,0 'I Z I 0 CANC(Ll.(O 0:: APPROX. ~~gg -p/4 COR. 1700 .._ 1701 O. 1702 I '"00 I U ~~06 ~ 'I -~ ~;g:: H! .~ ~~~ I'~ ~i~ I (J) ~gg .~' 2500 ,~, I I 600 _m i I- .1~q;' fl 201 '''.-" " ~! ',"~:; 'I' l' t r' .,.~"., ;;," '3O'j" .;'1 j .. , ":J:;,,,-" ",* g; ,;; V ."'-. ;1: , ~~. . J " "I I 'I' I SE COR . . I:' /I" MANN ~ ' ..,:.- -t"L OLe 74 i ~,~ "-~rr~ /----- .. _' ..... ,STREET '''. b- ~ 2~9~O~ ..0 >. i '::';~::Jl 2~Or' .n~~ ,ot-=-:~ 1-4 - : ,~ .... ;. ___________ '9 - 0 < 200a I:~ ~2502 l"- I"'H "u~ .' :029 .,.. ; 2602 I .... ':; ::' _ , ;S..... ~ 029 M; ~ ,'0 :11' ~~ ~ ~ r~'~",: ~.. ~, - .,':-M. l l:l Ii! we1 . I.", Ul I" ,I- ,_,' W ;r.'~"'-'l W ",2'100 . 0:: )~ 'j ~ tJ / -:: ~f.~:!;;7. " ':I~~' r '1; ~ I- -~i.~-..~~~.. ff? -----"- FOR ,i'lSSESSMEr~T AI~D NE1/4 SE1/4 SEC. 33 T.17S. LANE COUNTY . SCALE I" '" 100' R.2W. W.M. TAXATION OI~LY " . 11../ ~~"t'1l~~ '''"",17)'.:'t \ t-,: ,'"00 1100'" :~~OQO~f~1: ,1?"^" ",,",-, w' . l" , ' C I' t;;~' ;,1200 .:"~ ~o;.- ,... ---. I,' 12~"c ~ i ~~ f ~ ~ - ..... ~~.~",.... ,- 'l~.::~ 600 "I ' '~~1;Xll k .\~1: ,r Ii. j. . . rf!JikJ II 1706 \ ~ 0."... ~ ._~, fII':~ I J . , t 1\"1" ; )Il :~,,~~:~.- '; -;;~: ;~~;;";I;'::~ ~ 1~~" '~If"~ ;;ljr::'"Jr;; ~,.~~c :...,.... ...,,- --'U.J~ ,~. ~ ~ ; """ ,'- "'-" ....." to. fOY -5ge- ,-" ~ ~ II. ~;^'- 0'1.'1., ,15;~' '1:"lS~l- .'\' ~t.';L, ,~,",.~~:,_,'OO , I- . peL 1 -PCL2 ~ ~":1 ~ ,....:.~" I~, "., , <0, :;:" ~ "._ .','.' _ """00 "'~. "I .~L~ ' _to""" ;::,~" " bt' <0 r".~," @rJi!" lIP. 'Jfl.iD~ii.IJo I, I, i "'-~ .. "';" . 'II' "0.:.. 'I .., ''0 ~;'PC~I' .fj!,~.:1~~ : "" 'OM; ~: <f'o-- ~,\,: .,.",,,,,.. ",,,'W",, ';~.;~' I I"'II'~ ,.,. 11~;'lirl ----:-~, . ri~ \\'-~"'>";>"'o;';: -.-:.~ "i"~'::" ',":':,.:"" ':;I!L:'~~' = I \,,-.:o'~' ., """'0' .".., NORTH' NE COR. ':/I" - .. '-(~'';\%\~, "\ ':" ,~, '\Itif!;~"~'" b::~!, \ / % I ~ '/'\/' :,"~. ...'. ... ; ':! I:; "'"" . y \ ....'.'.:,....' 'j' . r(")! 'j-I':q) ",.,I,n'l 1f(\1, / .,: r I C'f\ c. ..~,~., { , :!'.~II~ \\'Y d/ tf \J )0 /" o. Pi ,g" '~~~, . f,:5002 . ",ij il " / \ 'co '0 \ , <:;1, '. r 1'1 .. ' ./ '\ \r ~ '" ; i,' I",';~;::;'" . ./ "." " ..~...~" ." ''''-- . ~ ~~ ~",.~.'.'..SJ-\- _ \ '- ~ }~~E,,~ -t",,",: t ..' .' _ MCKENZIE "..,',':.',.. _ " HIGHWAY' _. \ _;.~~ __ \~"""'D..J"".,~'1:::_,~ ...,.. _ 3201"a, JJ01 ..... .,1--......',..' ~.;:.,.,~-~. ._~. .. I ~ I ' ."1',, ..~!. 1..,:;:1 ' . ,.... i, _ L.. \ oft .'" \ _1~!-1 ';11it"~~:; I i$l: 1"'~'2, . : ,.01 " \, "'J I mi. ,I '. \~ ,~ 5 ~ 1+ - ~ -'" ~ . . ~ \ " I ':1 3400 '~",.. jw t i I ....".. ~ I O.fB"';, , ___'" '-"-r trc- '" '>-_>~ 3tOO I' #:) i: _3300 i -b,..\:-" i t~\\ :- - - ,i ~ i"" ~ ~. .. Ih 1 : ~ \ I, ',I C . r \ \ SEE I/I'APll- 02 JJ 44 II ~- ~ :::.~,:~I~ij~j,"',...y~.'"'i;'=, 17 02 33 41 1"--.-1-.----------- ~."., ", '" ~~ '" " '2' 0' ~ ~ " o ~ ~ ~ " ~~RIN~~'EL(l EAST PRQFE,5,ONALnNT[R ~,;;:~ . "'''''-001 . ,,""-.0' . """...,.. """'00' 3100-0<11 "(1(1".0' "00-..,. '\- Ii ~ S.2~42B 5,3~27j 1 -..1- I 1 _n~._ _ ~ --j I L"H ___ll:\_~ -i""~~'dJ.>_- ~ ~08~' <: j l~O~ 2601 O.J5AC, 2JO;O-"2~~~f "i i: ~ -illQQ) -'I E , .' , --1......:.,.~,..-._._' - .,,~...._~.~- ...,,~ .,,, ~-~...... ~UllTFfi~~~~;':;;:;---- -~itcricT:~7"~i.'i;)~ . - t ! ,." 7~O" ,. Ii 1 ! o~n AC I I' , W ,;,:",4:;:;:"'" ; I ~: .. ~,i~;)1'~n .'n"..~~.. I,; ',c":"':fr.JL~=,J. I. I' i ,"",,,_. , , ' , 17 02 33 41 -0 Q) 0) > = Oii) = '" 0 <""l .l!! & = :!:::. E .m 0::: ..c <C ::l al :::E en C (ij <= '0, .t: 0 v ~ 1~ ZONE X 74 \J _/ , I ~ " ~ \ r , ----- - -.....". -'Z~;&[~1ti?~'l~ ~;;.",~"._.. --. ~ 1 ) ---- I NOTE: MAP ARE... SHOWN ON THIS PANEL IS LOCATED WITHIN TOWNSHIP 17 SOUTH, RANGE '2 WEST AND TOWNSHIP 18 SOUTH, RANGE 2 WE)' 46 86 / ~ ZONE X uate h.eCelveCl: MAR 0"3 2009 Original Submittal '" ~ I 45 \ / 1 I * 27 I I -----... L APPROXIMATE SCALE IN FEET '00 o. ;00 " ~ ~ ~ THURSTON 1 ./ CITY OF SPRINGFIELD 415592 ZONE X / CITY OF SPRINGFIELD LANE COUNTY I ' I' , -----.:L _ _ ~ --1jl~11 NATIONAL flOOD INSURANCE PROGRAM < , ~d~ ----- 34 I I>. STREET MAIN STFlHf 1- , --- FIRM , FLOOD INSURANCE RATE MAP LANE COUNTY, OREGON AND , INCORPORATED AREAS PANEL IIG6 Of 2975 ISEE MAP INDEX FOR PANElS NOT PAINT~Ol 1 NUMBER PANEL SUFFix' .....'''''...LO, 0"'" 0' L'",COWTY, U"NLOft''-'El> """" - MAP NUMBER 41039C1166 F EFFECTIVE DATE: JUNE 2,1999 '''''' J~_........ O"f"l 01 a """''''' 01100 ..,.",.. '.'.,,"o,~,_ m." " __"'dPd""'ng".-MrTOn-LIno. Thl. m.pdoeo """".,,'''hon_ o. omer>:lm."'. wt.lc~ m"" h"", _n ma"" ...bo."".",.o I~o d.!. on '0" 'IU"l>Ooe~, FCIf '0"1;<\..1 prod"", 'ofo'mal'on 01>0<11 No"onOl Flood'..u,on.. ""''''"''''nodrno"".n".~'1>oFEMAF'oodM"pS'.,.o''W/W.rn..._o.,,,,' .' Soils Information Date Received: MAR 0 3 2009 Original Submittal 0 ~ cO' :r 0 !!!. en 3: 'I>> - c )> t1l 0- ::0 3 = ::D -~ tA> Cll 0 N> Gl) c:::> <" c:::> (Q m Q. Soil Map-Lane County Area, Oregon N A .Meters 120 o 20 40 80 ,Feet 300 o 50 100 200 USDA ~ Natural Resources ConselVation Service Web Soil Survey 2.0 National Cooperative Soil Survey 10/22/2008 Page 1 of3 Soil Map-Lane County Area. Oregon MAP LEGEND MAP INFORMATION Area of Interest IAOI) OJ Very Stony Spot Area of Interest (AOI) t Wet Spot Salls Other A , ] Soil Map Units L Special Line Features Special Point Features Gully "-' Blowout Short Steep Slope 181 Borrow Pit Other * Clay Spot Political Features . Closed Depression Municipalities X Gravel Pit 0 Cities .. Gravelly Spot [Ij] Urban Areas @ Landfill Water Features A Lava Flow Oceans ... Marsh r"-' Streams and Canals 0 .., .. Mine or Quarry Transportation <C. ~ Rails 5' 0 @ Miscellaneous Water !!!. Roads Ul 3: Q) @ Perennial Water Interstate Highways - .-. <: l>- CD, Rock Outcrop 0- ::0 v US Routes 3 :::0 ~ ;:;: = CD + Saline Spot State Highways - '-'> ll) ...., ~ Sandy Spot ~ Local.Roads <::> <. <::> - Severely Eroded Spot Otller Roads CD CD a. j) Sinkhole l' Slide or Slip p Sodie Spot - Spoil Area I) Stony Spot Original soil survey map sheets were prepared at publication scale. Viewing scale and printing scare, however. may vary 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: hltp://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, Dee 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 digitized probably differs from-the background imagery displayed on these maps. As a result,.some minor shifting of map unit boundaries may be evident. USDA "',= Natural Resources Conservation Service Web Soil Survey 2.0' National Cooperative Soil Survey o 10/22/2008 Page 2 of3 Soil Map-Lane. County Area, Oregon Map Unit Legend 132 Coburg~Urban land complex 1 Totals for Area of Interest (AOI) .9.1 I " 100.0% I 100.0% I Date Received: MAR 0 3 2009 Original Submittal USDA ""'~ Natural Resources Conservation Service Web Soil Survey 2.0 National Cooperative Soil:Survey 10/22/2008 Page 3 of 3 32-Coburg-Urban land complex. This map unitis on low stream terraces. Slope is 0 to 3 percent. Areas are irregular in shape and are 5 to 100 ,acres in size. The native vegetation is mainly Douglas-fir, Oregon white oak, and poi~on-oak. Elevation is 300 to 800 feet. The average annual precipitatio,n is 40 to 60 inches, the average annual air temperature is 52 to 54 degrees P, and the average frost-free period is 165 to 210 days. This unit is 45 percent relatively undisturbed Coburg silty clay loam, 10 percent disturbed Coburg silty clay loam, and 30 percent Urban land. The components,ofth.is unit are so intricately intermingled that it was not practical to map them separately at the scale used. Included in this unit are small areas of ~onser, Malabon, Oxley, and Salem soils. Included areas make up about 15 percent of the total acreage. The relatively undisturbed Coburg soil is deep and moderately well drained, It fonned in silty and clayey mixed alluvium. Typically, the 'surface layer is ver)"darkgrayish brown silty clay loam about 18 inches thick. The sUDsoil is dark brown, mottled silty clay loam and silty clay about35 inches thick. The substratum to a depth of 65 inches or more is dark brown, mottled fine sandy 10a111. Permeability of this Cohurg soil is moderately slow, Available water capacity is about 10 to 12 inches, Water supplying capacity is20 to 26 inches. Effective rooting depth is more than 60 inches. Runoff is slow, and the hazard of water erosion is slight. A high water table is at a depth of 1.5 to 2.5 feet from November to May. The disturbed Coburg soil has been coveredby as much as 40 inches offill material or has had as much as 30 inches of the original profile removed by cutting or grading. The fill material is commonly from adjacent areas of Co burg, Malabon, Salem, Conser, and Oxley soils that have been cut or graded. The characteristics of the disturbed areas are highly variable. Urban land'consists of areas where the soils are largely covered by concrete, asphalt, buildings, or other impervious surfaces that obscure or alter the soils so that identification is not feasible. This unit is used mainly for ~rban development. It is also used for.yards, parks, and open areas around and between buildings. If this unit is used for urban development, the main limitations are the seasonal high water table, moderately slow penneability, and low soil strength. If buildings are constructed on the unit, properly designing foundations and footings. and diverting runoff away from buildings help to prevent structural damage asa result of shrinking and swelling. Roads and streets can be built if they are designed to compensate for the instability of the subsoil and if a maximum of base rock is used. Landscaping plants that tolerate a s~asonal high water table and droughtiness should be selected if drainage and irrigation are not provided. ... This map unit is not assigned a capability classification, Date Received: MAR 0 3 2009 Original Submittal ,Drainage Calculations Date Received: MAR 0 3 2009 Original Submitta' Page I of I DEV-BASIN Event Summary I Event .IIPeak Q (cfs)IIPeak T (hrs)IIHyd Vol (acft)1 Area (ac)lll\1ethodIIRaintype Record Id: DEV-BASIN [Design Method II SBUH lHyd Intv II 10.00min IPervious Area (AMC 2) II 0.00 ac [Pervious CN II 0.00 IPervious TC II 0.00 min - Directly Connected CN Calc Description Impervious surfaces (pavements, roofs, etc) DC Composited CN (AMC 2) [WQ II 0.0316 II [2 vear II 0.1500 II [5 year II ,0.1735 II [lOyearll 0.1969 II [ 25 year 11D.2203 II [100 yearll 0.2390l1 T I I I II II Type .IFixed I I 8.0011 8.00 II 8.00 I 8.001 8.00 II 8.00 II 0.2000 II SBUH IITYPEIA - - 0.200QJI SBUH IITYPEI~ ' 0.2000 II SBUH IITYPEIA 0.2000 II SBUH IITYPEIA I 0.2000 /I SBUH I/TYPElA II Q.2000 II SBUH IITYPE1A! 0.0104 0.0511 0.0594 0.0677 0.0761 0.0827 IIRainfall type Ilpeaking Factor lAbs traction Coeff IIDCIA IIDCCN IIDCTC II II II I[ 0.20 ac II 98.00 115."00 min II SUbAre: II Sub crl Ii 0.20 ac II 98.00 -II II 98.00 I I II TT [5.00 min I II 5.00min I TYPEIA I 484.00 l 0.20 t Ii l Description Directly Connected TC Calc Ir-r:;ngth II Slope II Coeff II Misc Directly Connected TC Date Received: MAR 0 3 2009 Original Submittal file:l /H:IPROJECT FILESIACTIVEIBEN 56A ISTORMSHEDIBEN 56A.html 12/24/2008 Worksheet'for Trapezoidal Channel- 1 Friction Method Solve For Manning Formula Normal Depth Roughness Coefficient 0,250 Channel Slope 0,00500 IUft Left Side Slope 2,00 IUft (H:V) Right Side Slope 2.00 IUft (H:V) Bottom Width 1,00 ft Discharge 0,22 W/s Normal Depth 0:53 ft Flow Area 1.10 ft' Wetted Perimeter 3.39 ft Tap Width 3.14 ft Critical Depth 0.11 ft Critical Slope 2.12359 IUft Velocity 0.20 IUs Velocity Head 0.00 ft Specific Energy 0,53 ft Froude Number 0,06 Flow Type Subcritical Downstream Depth Length Number Of Steps 0.00 ft 0.00 ft o Upstream Depth 0,00 ft Profile Description Profile Headless 0,00 ft Downstream Velocity Infinity IUs Upstream Velocity Infinity IUs Normal Depth 0.53 ft Critical Depth 0,11 ft Channel Slope 0.00500 IUft, Critical Slope 2.12359 IUft 12(241200811:20:07 AM . Bentley Systems, Inc. Haestad Methods Solution Center Bentley FlowMaster [08.01.071.00] 27.Siemons Company DriV:,e Suite 200 W Watertown, CT 06795 USA +1~203-755.1666 Page of Date Received: MAR 0 3 2009 Original Submittal 10120/2008 15: 26, FU:'54ii36io~I,'.' ,,' ", ,.cITY-OfSPRINGFi.E~lJ.H .. '{', . :.,' : .' '. ',",-. . ::~..' :," ,.( - : . . , . . ,:::.K~._ ,',... -"_<::' . .'. ~.. 'd.. '<sPRINt'GFIIELD' ,.,'.. ~"". ;.<.,.:.~ t,'-' ,.;r .:_,'-::;;,<:' ,'. .:;' .. ''-;-' ",_' 141001 ,',.-. -'-- -"'.' ... ,. .,', ." :'" . ."'.'.......... ',',' Cio/OfSPPngfi~tg~kli6IW~~ks. " 225 '5th Sfreet "~. ""., '., "" ,l SpriD.gfield,.of~~QIi'974}:Z, "':: ;',: ,', -.:,' ;.- - . .-:,'< f".. '." ...... .'. ,.!,.,..""'F~ bate: /~'~ot~> " , " .' ,,' , "".' :..;..-'.;,........;.. ". " ~.' _ ... ..~ ';:,'-I.h,:-' . .:,-.. ./(!:.,.~:);";.;: , . "XQ~L NninB~~.:9f~~~.~~:;(in.6~il~mgis~X~rPage ) . .3 T;:'~$~~i~:}~i:5;'''''' '. "Qrgan i7.at~Q:n: '". If$/f" ;, . !. . '.' . :.. -=: .., . .~ .' -. . ,'. '. . 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' " . ," Land US!(sf"" "". ~SiDgle.F'liUillyResideri~i ';PhoDe'#'';;'~t.s4.10.iii.,,~'''' I . ,..~lt~~~~~~:',~i~i~~€;,,~~i:;;~:.'~:~i,.lI~~Wi~~'~;:~~;~~~;;~~esi~~;~om.',,' ,,'~: ~!~~.t:~~~,',9~:5t~'f::~e~:~~1~~~~:~:~~.-,~~1~.i:~~};j}t:,::~J~-~~~i1~i:3:i,;::f.~-~~~:.>.{~I::~:':i::~':~,:~~~~/_::}-!~"';'>"\"-.\;; .,~~"~~.'," "';,>. :,:~_',~ '. . ". ,'-. _: . This project pTopo:icslDp3rtltioo'a O.6fAerepareel i;i t05 cnewlot(for smgiefamily ~idences. ,lne loti will be,' :; ""cessed~ 'Asireet via- a acce$Sr1il:;;~':~,~:;;iatelf*>,feet'~id~YAtfuUbUildoul'th"lots WillhaVe houses, '..' '," ',,' ,~~~~~t~~~~~t~;~1~t~re~i~~~~\~%~~:~rt\}?\:h !~~t.~th~~fT~, i,' " "; .:. .....;. 'I, , , , ..",-' ':-,--,-:--,'.'"" . f,~ .,. ",,,,,-..o,.:;.'t'-I.,",' - .,,,~ . , .;: D~oilge~Pt:opOSal,(J:'Ublicconnt.ction(s),i!\sCh~i~Catioi!t$);eli;{,\tuli:li''':?ditioiialsbe~T{s).if:':~;;'~i:' ,,", :,_:.. :4:,i,,-;,_ ---,-..;.',., ',,~: T~;~;;d ii' :::--'.. _' ;"':;('" '-"-~'_"j' ,:},":<:: ,.":,,<::"':_ ";,c- ,"_ _,,_,; -~-, '.'jT':_::,>"__,o-,,, r:~."~-'-i;:':: :', :,',,;'-'/.-: "";.':d:':',-,t" .:,'>.-:,:c,: ,.".: '-"-.,: : . ", -';'. ,: ".~.;..: - "-',-:":., , 11rispropi,s>il asswnesthat'storinWiuer detention'will i{ot oorequited:9Urici'rtly.the pareel is frontiid -,vith a drainage ditcb ~'~iG~;{r~~0~~iT~:t~~7m~,r',~~;~~'T.~ts:~~;:ct~{~.:~!~~;j~:g,.~e~j,~,s~. , " "'.:; . 'i;;, ~ ". ...~'. ",,," c',.... '.L,'.-,',"'. "-.'" . ~ I Propom.d StOrmw"'tU'BcstMJl~emei:i.t pnictices::;""'~'~",\,i~'"i:':, ,,;or, ,.i" , . '1 1]i\~PrOj~ si~isre@vii);; iJ%t:s~iijs'lliitici~iC4 ,fhaiminici.j:~~s,-0.1f be' n~eli ',' HO>veV,er, t\mtatively "1'1" ~l" ;~.c :~~:~:~~~,~}(~,~pt"~"~~~:'~~~~~~~~~~~~~~~:~~~~~~~B~.t;;:;;l~;:: ,: . . :.":>:~:.:: ,:.,., '<.," . ..'.. '.. ;'. 0"..... ',.,.- . . . ~.."- ,;--,,'c '.'.' t~ ~i~~~~~l:~],;~~~[~f;~~ri:f;~~.. :.:">,:i,;'" Dnnii'~e'Stu.~ Tvm'~IlSPM section 4,03..2):~cite. fJB:ma,~ be subStitut6d for Rational Method) ',~- . ';',~ "',' ",.,' ',-,,'=" "".-:'-'-', ;;.' " '. , D S,o\, :ryP~:ii~;:' < S:Z: ,c,; betic,,';':) li&;" ~;; ," )"': OOrhe~ Jurisdictiol)s " /!r~~lI~11::.~~;.l," .' . ,;/,D,~l)esjgD,"''!SJJ:~,;ii~e:f~~g,~q:Aumct;. e!eYatioft:, v, ~':;,:g,',~\i~~~?:~~~Ej~i~~"*~~~:iS}~,::?:,:\.,,')i':~;;';::;:.:,:'<-"" '..' " " '. , .' R?IUf!' .~,Mait SraPdef@ city o!:~ngi;~d; eriiail:msioude'l~dsDrinafi'eli1.Or.us: FAX' (S'f1) 736-1021, <L; ;i,">,C,hC;:':\';'(,'''''' "",' 'j' . ..'" ", Date Rec'e'\'ve' d' " . - l ','''''' ''',' ' .' - . 1 .'" "-r :' :( ..: .~~ ,', . "";.\1/4, PILi, NM- ,- , ., . ':" MAR 0 3 2009 Original Submittal ." . ". ,'< . .' '. ". ,'"-c,~:'.,;,'~. ;" ~"","-. CITY OF SPRINGFIELD PW: . '" ..c,' . - 1':'.,C4 ....?,." '; :'.,:~. .."., :..: ,,:' .Ii!J003, , " '.,-,.': "''''.,r., 10/201.2008 .15: 2f FAX 54173~ ;1021 - ,1 ,~, r;.c " -: ":'.' :,-".;. .,. 1 ~ ", '. ' .' : for Olljcial U.'-tin1y: COMPLETESTUDYIJEl\IIS . " , ,', . ';',~ :'::<::~',:" . ':<, -,".',"~,:";: "::; ,,,,'.'~- "7; -, " " '" '.."..:': .....~"'.:,'~,. ; . ,:"~:.~' :"."-:" ,'. . * Basid upo" Ii.., tnjormririon jJr;";'itkd.on the jf;,niJj,J,is shiel, lhe fo1lowi;,g rep;..,s..;.ua -";;"imum o!.w.hal is needed/or an, '. appj~an I~, ~e~~~I";;'!'~r;s,{f}i1;itt&~il!'r~skec!~, dJ:a!,ryag<,: h"",e~r': '?i~ Ifsj.s.~iJd?~ibe F! iJllj~u ifrhe Springfield. ;' Df""'IP1!"'e!,!Co~JS[!9:~rllJ" ,9'Yis/f~gt,~.~ I?!;$'zMJanuai. ,r;o';'J?I'f{';". W;O/!:~.. '"'P,'",em~ does not canmtule sit." .. ~'i~:~~~,~,~;#;;'~'u:;~'r'i~-'~--.".~ . ' , .'. forth bY the Bureau of Environmental SeJVlteS (BES) or Clean';Wate! SeMe.. (CWS). ,',',', '.Iti. 0 FJi rie"'~R ~~iO-'I$)fe' "!.;',"~;.;; {s;60o Sq"~ fec~.'a siG~ifi~ ~~igU'~""h may.be followed as .~fied by . " 'the BES fuTvegolali.. _cnL"'; ".." '" . . ,h " , .'" , " . '. rt;Jr' 0 if 8.~~~~~"~~~: ~e ~~ p~~ $U~~t ~a1~l~?n~~~~~?~ ~ sizing. veloci~. tfow~ side sloPes, bottom: ,;;;".lope,and~mlXo_'':'r,.,'''lheitl1eraESOTCWS..req=~:',:-', ",'. ,." .", ',~':~'~~~::;~f~~i&~~~~~~:3B~11,~!r~~~~~~~}~~~~;de,q~th~.bwldin~ .~all , be provlded With secon~ c............"....ent or weather resIstant enclosure."1j , . , ' "" "',:'{ r.;:"~:~.:- ; .r"~.,--,". i~_"t--;.::,", .j,,'..... - _ ,,' " 1'",.."- ';,:; ~ ~r~ ~~."_ '. . GeoeTal SN~r 1lOq~~eo:s (&DSP,M ~oD ~,~.~ ",;". , "; '~.',. '. ';: ,~: '"' " , ~ ~.. 0 Dl:ainoge S1\ldy prepared by a PrOfessional Civil Engin....lioonsed jn,tlie State of Oregon. '. [J' : ~~'"".,;PJ~'~ 'llldy, as'r'qlJir",iiitmi;~M s.eeii;,n"tOj:I:'~_ol\';'liog.Ii~d,;,logicaJ study map, . '~li.~li1$~~~\tl~~~#:~f""r~" '~iU,!:?1ZI A dci'~;;;:earil~:.;;;J~',iS'~ d;;'oribddin%-SPM ~ti;';';,4:0:i.4.C; O;;-.il;; drainage sh;illbe g~veroed by, ihe . '\f";;', ' ore&oD~lumbingSpeciaitYCOde(OPSC): ,;'," ',;:..:',' ;, ,'. ,"'" ,. '. ,,'," ;;0 , /2tElevatjo~ o{ the HGL w,d tlow'lin~ fur!>oth city and priWie Sy~~',~h.re applicable. t .i~';;i;;';~~~(t~S~IIt~i:'4~~)';' '. - ':~:t',')~,;;t;::,r'. ,; , ", .'.@" 0 Flow ii~';, SI~P';;/fun~\;';'~ciii~pipo~ 3Jld size"CI~i~~di~~d~~;th~Pl~ SeL , . _.'..'J~~/~ p~;~.Pit4.~~;;r~~~~~~'/s,.'in~~~Or.~~for~~PiPci'~d)(q~~;S-~orp~-CoD~e and plasncpiPe materials, or ,,;,' '-'"'0 ': ,PT<>Per engmeenng cal01ll8llons shall be pfO\'1ded;when les.."-The coves,shoJl be suffiCltIII to support an 80,000 lb load ,,':."~:,:,. ~~>:-~i~ll:~~:w(th?~tf~ureof"the,Pt~~"[:';:~' T.';<t,~(>,. "(:' .;~'.:.':'-"~;i}:~',:':Tr:t:~kr~/~'J>~(,~(.-:;{." " '" . ') [J!'{~Mi~~'~j;"t:~Mp~;~;u'~ CQ~'i,t...;~in:'fribl;tl';ilh~EDSP: . AJl~pi;;" ~ be designed t~ ,,',. " ,;;;::,'~L"iclUev~' ':';;;;';;;;'.ci!velociiy(;fihree.(3) f~ p';"'ecOod aiO,5'pip~ ii,1IlbaSed on Table 4-1 as ,veil. " ;'" L "!k~f)Ii~ljf41t4~iii~~t~:JZ2?". ., .. .-3,_:'-. .--another", ,'F"" lit r~- ,-.. ....I'i:: J'''-"~ 1 . ,- gr.~ ~ [] ~l~'~b~ ~~l~~,^~1f~ r;y srnf~~ '~lo-be~g~bY ~;e ~r more B~ witb the exception of residential , ,'j, ;~:j;(}b~~~mg)"iiofs (~,S~,~~"~,l.9~.1:A), 1dditiorial p,:,,~~iOils'ilpplYlo', thi~~ ~dbY}h. DEQ, ,Refer ,to the web.it.: ;~,' ;."i:....www"rl;q,!rta1e~l"1r"u~W9/fm}\~dwaJmcbtmle,~cm for mote infp~~o~, "'..:;'., ":;. .',,', . . . . . 'D,' ~~oii: po~ $:'PJ>odOs]gpCdto IjoUt ~"ff to pi'C:d~~~I~P;;;ont ';';tfor \bo 2 thrwgb 25-yeu sl""" """"'" . '.\,..:,c;:{~~;~}~~{~:t:f~Jiz:~i~;z:~iE~;:e;:;;~we,sm~ . V-f ," I '. . ',;-'" .- " ,. " " j; j. " .'. ". ..... :. , ~~ " ," " . ...,., ".,- " ,I . 'c i "-'. ;1 A'the~~ ofr""o~ ib.rei,;~.;ftfr ~ ab~ req~iroo iti:~" ai,; 'i:";;:\",A : ,.,~ _, n ~~p,~.~e ,~r ~cl~~~~,,~~~:f,'~~~~d,i':-r~~~''-~7':.~ ,~,Pl~:r~'~'~-~~~~~!~ rUA. ., ,~ '.:! :' ,F~ Vcroori'2: March'2004 '.J A.+ . , Date/O!ZC!~~1 111. Date Received: , , - '. . MAR 0 3 2009 Oriainal Submittal Date Received: MAR 0 3 2009 Original Submittal