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Home My WebLink AboutApplication APPLICANT 8/4/2005 (,itv of C;nrinnfjplrt -.-, -. -r-' '''=,u_._ Development Services Department 225 Fifth Street Springfield, OR 97477 Land Division Application, Type II ~PQ~~~~~~>>:~:m_:\:~~:~;:~~:~;;::~;;;;::;:~:::;;;:;:;::::;:~;;:;:;;:::::;;:::::;:;;~;,;:~;;~;:::;.;:;::::\::~::;:;t~ti.el.fS!fjft:;;€#~~~::)lg:~il:::;::{;:.::;:::;:;;:~::\::;::::~:::;i:<::f\~:::::\::::t:::.::::?<::,;:::;;:::;:::\{; Subdivision Tentative: Partition Tentative: ,Kl o Subdivision Replat Tentative: 0 Partition Replat Tentative: 0 Applicant Name: -1,N>. ~ qt. lA~"" Phone: 7.2<a - b'12-l U - I Company:,. . ; .:.f!,.' tJ I A- Fax: Address: Y Q bb ft't'm.~ro:t / Sf('~ ':) f: e.lJ.. ,. b(l.. C(1 Ll 7 Q AppUicant's Rep.: ~J Jir. fl{w--\\r,,- ~V'LAJ1>,^- Phone: 6<6Co- '(;;uf Company: . \L.ru...,k CJo.l^-L -As~c..\~') Fax: Y 'is ~ - Q"3 ( Address: I ~L\ ~~~I"..\. Leo~ ,.~ D(L 17~~' Property Owner: <~f~~lt-~~jt.vv- \\Jo\\ct~... ~~~~ Phone: I 741-(707 Company: ~~ Fax: I Address: f. c>. $~ YS<6 / Sf~'M:i~:(..lJ..,.c(L '11~17 l ASSESSOR'S MAP NO: \'7- Ol-3:.l.-,-\~ TAX LOT NO(S): '3w, :Sb2 ~ 3ct) Property Address: ""'6 r.. Co ~~ ~ " Size of Property: 1.84 Acres I&1 Square Feet 0 Proposed Name of Subdivision: ..~ -(Y'''' ~JT~~ MbjUf' .p~lL Description of ^ c.~~ su.'o~l.l,)t'9or'\. ~ u:>\~, J,.'\o>'lcb... 01\1.- \()~ l~ \'~ Proposal: \ 2. '()v...'t~ .....\0"- \.o~ ~~ (...6W\~~. Existing Use: # of Lots/Parcels: ~~cJ I'l. Avg. Lot/Parcel Size: S ?. 7 &, sf Density: .'\R.~c.. dujacre , Zoning: Overlay District: Applicable Refinement Plan: Plan Designation: Location: City Limits 0 Urban Growth Boundary D Associated Applications: ~ a;:t:i?;, ~- ()5l)S-~ -- o/{hyeJ prJ1'fjJ'v,. , , Pre-Submittal Case No.: p(~tw). rml:i2-- I ., Reviewed by: (initials) ~ Reviewed by: (initials) Total Fee: 7ttSQ(J QO Date: R/4/{$ Case No.: Application Fee: t\1. c;m 0lJ Date: Postage Fee: Steps in the Process: ;' J. The Applicant Submits a Pre-Submittal Meeting Application The Pre-Submittal Application is mandatory but there is no additional review fee for this service. 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. 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. Case Number: 'j) '{C.~ ~ t::J:5bS ," fJ The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre-Submittal Meeting. Owner: %J;~ ~i' ~~.~ -:f.p / L ~~hY\ Print ' ::l/zRf/ddu- X Date: _8 ,-{YI-oS- ? ,tJt(~?J 5- ~ P/6r y ~~ Tv {I tb-Pl 0 - f' 1k6trk-f t:::iJj1tmJ.""\til1...m..lIr.fttm.~..r.~"~Wlijljm,~'N,~.gs~r_~'jllll~H!IS"Tl11JfmM " ,. " I . ISubmittal: 0 ICase Number: I Date Submitted: 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 pertaintng to a complete application Owner: Date: Signature Print land Division Submittal Requirements Checklist *If you feel an item does not apply, please state the reason why and attach the explanation to this form. / 1. Application fee-refer to the Development Code Fee Schedule for the appropriate fee At7bo~"" /calculation formula. A copy of the fee schedule is available at the Development Services ~'\;: Department. The application fee and current postage fee is collected at the time of complete application submittal. , 2. Copy of the deed and a preliminary title report-one copy issued within the past 30 days documenting ownership and listing all encumbrances. If the applicant is not the property owner, written permission from the property owner is required. ~ ,~ 0. "JA 6. J7. One additional copy of the land Division Plan reduced to 81f2"X 11", which will be mailed as part of the required neighboring property notification packet. Right-of-Way Approach Permit application must be provided where the property has frontage on an Oregon Department of Transportation (ODOT) facility. Stormwater Management System Study-four copies of the study with the completed Stormwater Seoping Sheet attached. The plan, supporting calculations and documentation must be consistent with the Engineering Design Standards and Procedures Manual. Traffic Impact Study-four copies of a study prepared by a Traffic Engineer in accordance with SDC Section 32.020(1)(c). Traffic Impact Studies (TIA) allow the City to analyze and evaluate the traffic impacts and mitigation of a development on the City's transportation system. In general, a TIA must explain how the traffic from a given development affects the transportation system in terms of safety, traffic operations, access and mobility, and immediate and adjOining street systems. A TIA must also address, if needed, City, metro plan and state land use an~t.transportation policies ~nd objectives~, ~o.; $~'i"~s.~o"" 5hc>~ t\;t' u,u-S(.. 0- ~,jf'o~(.D.N' 'tN:r~ .~-tl ,t., Seven copies of the follOWing plan sets for ttle Pre-Submittal Meeting OR Eighteen copies of the following plan sets for Complete Application Submittal All of the following plans must include the scale (appropriate to the area involved and sufficient to show detail of the plan and related data, such as 1" = 30', 1" = 50' or 1" = 100'), north arrow, and date of preparation. All plan sets must be folded to 81/2" by 11" and bound by rubber bands for submittal. a. Site Assessment of Existing Conditions lirepared by an Oregon licensed Landscape Architect or Engineer Vicinity Map . The name, location and dimensions of all existing site features including buildings, curb ) cuts, trees and impervious surface areas, clearly indicating what is remaining and what Is being removed ~ Required setbacks to the proposed new property lines for existing structures to remain on site ,.)j,A ''# The nam~1 'loc~tio~1 dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Development Services Department ,N)A-~ The 100-ye<;ir f1000pl<;iin <;ind f1oodw<;iy bo~md<;ir!e!? on tile !?!te; ~!? !?pe<.:ified in th~ I~t~~t _.....__..._-1 cc..." ^ I::I__...J T__. ......____ n__4-_ ~JI_a-"'OIo_ __ r::r::1\1I ^ _____.,_..... I -~-- _& ...,,-- ^ ---....---... OUUIJU::U rCl'lft nuuu .l1l::'UIOIIU:: "Olt::: I'IOIJ::' UI rCl'lft OIJIJIUVt:::U Lt:::llt:::1 UI I"OIJ ftl 1It:::IIUII It::: II l " f or Letter of Map Revision ~..j The Time of Travel Zones, as specified in Article 17 of the Springfield Development \/ Code and delineated on the Wellhead Protection Areas Map on file in the Development Services Department ~ Physical features including, but not limited to trees 5" in diameter or greater when measured 4 V2 feet above the ground, significant clusters of trees and shrubs, riparian areas, wetlands and rock outcroppings ~ Soil types and water table information as mapped and specified in the Soils Survey of Lane County. A Geotechnical Report prepared by an Engineer must be submItted concurrently if the Soils Survey indicates the proposed development area has unstable soils and/or a high water table b. Tentative land Division Plan r8 Prepared by an Oregon Licensed Land Surveyor in accordance with ORS 92 6SJ Location of all existing and proposed easements - fil Dimensions and size of each parcel and the approximate dimensions of each building site indicating the top and toe of cut and fill slopes to scale ~ Location and type of existmg and propbsed street lighting 1%1 Location, widths and names of all existing and proposed streets, alleys, dedications or other right-of-ways within or adjacent to the proposed land division 59 Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units and similar public facilities r3I Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways and bike trails ~ Location, size and type of plantings and streett:rees in any required planter strip ~ Location and size of existing and proposed utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate thetProposed connection points Phased Development Plan required if redivision is proposed. The plan must include the boundaries and sequencing of each proposed redivision. Any redivision must progress, in a sequence promoting street connectivity between the various phases of the development and accommodating other required public improvements. c. Grading and Paving Plan ~ Prepared -by an Oregon Licensed Civil Engineer ~ Planting plan prepared by an Oregon licensed Landscape Architect where plants are proposed as part of the stormwater management system ~ Roof drainage patterns and discharge locations . ~ Pervious and impervious area drainage patterns ~ The size and location of stormwater management systems components, including but not limited to: drain lines, catch baSinS, dry wells and/or detention ponds; stormwater quality measures; and natural dralnageways to be retained W Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for land with a slope over 10 percent, the contour lines may be at 5 foot intervals) !pi Amount of proposed cut and fIll " 8. Additional materials that may be required IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONSIDER UTILIZING EITHER THE DEVELOPMENT ISSUES OR Ti PRIE-APPLICATION REPORT AS DISCUSSED IN SDC 31.030: Proposed deed restrictions and a draft of any Homeowner's Association Agreement Additional plans and documentation for submittal of a Cluster Subdivision proposal as specified in SDC Section 16.100(3) [J Riparian Area Protection Report For properties located within 150 feet of the top of bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the top ~ of bank of any direct tributaries of WQLW A Geotechnical Report prepared by an engineer must be submitted concurrently if there are unstable sOils and/or a high water table present ~ Where the development area is within an overlay district applicable, address the ~ additional standards of the overlay district [J If five or more trees are proposed to be removed, a Tree Felling Permit as speCified in ~ SDC Article 38 A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property Any required federal or state permit must be submitted concurrently or evidence the permit application has been submitted for review [] Where any grading, filling or excavating is proposed with the development, a Land and \ Drainage Alteration permit must be submitted with the land use application [] Where applicable, any Discretionary Use, Variance or Modification of Provisions as l specified In SDC Article 10 or 11 City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 541-725-3753 Phone 541-726-3689 Fax , Pre-Submittal Meeting Case Number Assigned: PRE2005-00052 Date Submitted: 8/4/2005 ProiectName: ~ '-P~ ~ ~~ Project Description: Pre-Submittal for 12 lot cluster subdivision Application Type: Subdivision Tentative Job Address: 4866 MAIN ST Assessor's & Tax Lot #: 1702324100300 " <1 ,," N~ i' :i 's. ,,~ , ') ~ \ Iv w ~t'~- r '7~ >~"".:/~y~", -t ~ riday~~August 12~ 2095. .)' ~, 1.0>~\;~, 1,j~N ,. " "~ ,Jl,{,.j~~'I .{,,<,>r:>o,^~: ~ "'-'~,'...,f<<<'" ." "" 15/616 ' " ~,".' + ,,' '",~ ',".< ',.~1" " .' ;<J~~itc~~~'r"'" ./>, ;..(;;)~~ )'\. "~,t~ ~,;},\ 1~;:~' "11: '1ll/ ~"''!~t>.;: '_ l 1.(." ,'i"t-,'~I { ~ ... ~J:~~_t~ ~." " "I' {"'~"',~ ~ ,-:'" ,'" ~( .,,' ',.. /t ;-_J. ,r DISCLAIMER: ApphcatIons wIll not be exempt from Development Code or procedural amendments that may occur between the tIme of the Pre-SubmIttal Meetmg and SubmIttal of the ApplIcatIon for Development RevIew. Please contact j our office at 541-726-3753 with any questions or concerns. , A Planner will be assigned the following business day and will contact you to confirm the meeting date and time. ~ I 8/4/2005 3:00:39PM Pre-Submittal Meeting Development Services Department Room 615/616 PRE-SUBMITTAL MEETING DATE: Friday, August 12, 2005 1 PRE-SUBMITTAL MTG #PRE2005-00052 (Sub Tent) VAUGHNIHABITAT $500 Assessor's Map: 17-02-32-41 TL 300, 302, 303 FOR HUMANITY Existing Use: Residential Address: 4866 Main Street Applicant submitted plans to create a 12-lot cluster subdivision with common area, to be known as Meyer Park Meeting Date/Time: Friday, August 12, 2005 DSD 616 10:00 -11:00 a.m. Planner: Linda Pauly 2 PRE-SUBMITTAL MTG #PRE2005-00051 (Site Rev) CINGULAR WIRELESS/ Assessor's Map: 17-03-25-42 TL 1000, llQO NISSIM $500 Existing Use: Olympic Building Address. 2073 Olympic Street Applicant submitted plans for placement of wireless antennas no more than 10' above top of existing building along with equipment inside penthouse of existing building Meeting Date/Time: Friday, August 12, 2005 DSD 616 11:00 - noon Planner: Jim Donovan . It ~ .. III ~ " , ... <> N ~ .. " . Q () \- CD C\I 0 - 0 Z o <[ o a:: )0- J- Z ::> o u :I: ~ ex> v ~()' CITY OF SPRINGFIELD 17 -02-32-41 TL 300, 302, 303 11;:='\\ 9'1 ('/\\ ~ ............-.;J . I.~,y J J 500 16' sa' "0' o e " (,5., ..,) ~ McKENZIE ((""\'0 I'r\\ 'II J.l \~j '-~ I Q G ~ ~ ~r \"\,0 (L ~ I~~.!I" 22 ~ 23 ; ZZ4 11 ''1 I ~ f ! . _l>+' ". ".. ..,' .... .5' 700' ... ~: too 0' 110,0' ..0.0' CoO 0' ..o.zr' ,,1. 78' I ~: 217 ~I ~i 219 218 ,216. ~.J;~ i t\j~ .111... . 1I, r ~ 8 ,:jl#''V~ " ~ ~ ~ 16 ~~N \) ~ ~~I~;j ~,~41~.5 ~ " : 19 ~,,~\ f1- 1 '1, 6 15" ~ ~ ~ \.. "t: \"1 ....,. ~!l..r- "t v 1 ' ~' ~, ~ J ~ . 100 0 /00 0' ,,0.11 ,.'lI ~.&l t'''' <0'-:,..11' ~ . ' I II( ai' "I"~" 'I~W \ " I~~'~":; "\1'''' , I. - ,,, N".ll4'60'W._ ''1150' ~,,: "(,fit! }'t NO H II BII t."~ '.' ~ R T ST $'~~ ~ '~.D" ,~,,1 214 ~, ..... '-+,0 u.n' ~'-' ~ " 213 ~ 'r 211 212 ~.; 14 ~ I q ~ J~ -, ~ .... 1'l! .. 1 2 w ~ 70.17' '0;;; ~S'5t . , , ,,,: <<II $S. (~:;': (.~=;::. ;::~..~.." :"'~209: l 302 o~ . 207 '\0 :J ;, I 0.63AC.OI-0'3-c''': Qo'9 p('ce.~f3 ... 0; ~ <If> ,",' 8 ~!: 7 If) ClO ~ ~- - ~~ ~.~ 20 i'" 21 ~ ~ . ~ 210 .. o 't .. 8 . 8 - 10 ~ - 11 ~ ~ ,. ~ ~ - .. M'O~ .c. ~ '1m - ~cd" I i "v'. I - or ;;j f c.... 40- 'If;' H "'"+f'1l' "'" ~f> SITE \1 ~...,,: ~ NORTH I~II t ~ 1~..... 800' ~ 1~ 206 ~ 205 # ~ : .,t S 5 ~ N 99'44' '" I 72,42', 900' .... :_762I'~'~ 76C!1' :; ;; -2ea- l~ I 204 ~ 1:; 245 ~g 0.17 AC, 0 Jl " :2 gO. 17 AC~. 8 g 's i: -JQ:= ~ \ t :02- " ~ , .. N 99'44'00' '" ~ 303 C17J 42S') IT E &l 0.31 AC. ~ ~ ,AA 1'> It 300 0.B5 AC, .. .. " ., ~ SITE ~: 202 ".. ~J :--. .. 001 ~HIGHWAY i 0 201 0 ," ~ ~ .. i. \ ~1."\.4\.. . ~,.. ~ .'L ,#' .i. .,~.+~' ~I~- Ln' l.~ p' It.l''' , \;tl oS e, e 44' E u. S. 'I..... SEE MAP 17 02 32 if >>1M '" I ......me llOI% .. :JHn/' Qr<<J .1....,I.....~ ~3NOtW crtUJNQWS .:IO~ IS3lI1lWl '1Tt1'!HBMOd ~~a-tIlI9 (lK> ~0I>L8 . ,...."'~ti ......~.u_ ..xn j ..,.. HSrQDl __... S3I.\ _ ...., .' CIN't INClIliQ01 ..........~~Ll tOE II' 'mE ........ ~L8 HOe:n.~ HQ:t .I.Y.IIIMf II' ~VO~ .rDlIS~ RB1. :sH3N&\O lI3ISlT1:) )ClIVd &I3I'l NOISIIIIlIIIIlS ~ ~ ~, iJ '~ IR:L A1t1AHlllIV.133HIS NM'I tJ ,. I r.wtiYv. ~~ I-~ JSA r- ~ J:DlIIS BW.3S ~ .IDUS .A ~ _-tI 6. __ ~ I / -',.\' ~ 11 ~l_.-. -.-.-.-.1_..... .-.---.. 'i_&~ "',"~ 8: _.~_.__._ t!l _ b...._.__.= ., -- ~=.__.- ~ JDIIS NM'I ~ n lE 710d IBlrtJd \ .,~ ,.-- I I I I I I I I I I I I I I I ~-------- I I I I r I I I I I I I I I I 1-- J J I I I I I I I I I I I I J . ~~ cIQIS sns I Cli&'oQO 710d HiMOd II' .IHfII"I .I3ilIIr- I z ---,.. ... lObl _ ~ -. , '\... ..... . '" .~ -- ~ -- - ~ 01::::-::.: - .- ~ 'U'l)S KII1~ A~. ":::::::. -- U JD1 . ........:. B ~ 1. :::::':') · ~ _ ! 1II_ ~ .~~ ~ .~~ --'r ':'i~r''''-=~ !;; :s --~ LLi.. . r---:. ~ .. .:...,.:.r. __oil! ~~..III c:.~~ \ ~r~.(l~-l:/ ....-.. \ ..Y.;," "'h. I" I- t ls !.+ -- ""~~\'-~ ~ e ~ - --. -....-... ....... 1...3_ __ ._::: . i~~ _ . _ _....._ p~.~~ ~ a =- " ~ :s ... -- --- PERMIT NUMBER I See Oregon Administrative Rule. Chapter 734. DivISIon 55 I ClASS 051 KEY# .--------- PU-RPOSE OF APPLICATION GENERAL LOCATION (TO CONSTRUCT/OPERATE/MAINTAIN) HIGHWAY NAME AND ROUTE NUMBER 0 POLE TYPE MIN VERT ClEARANCE LINE N/A N1A ~PPLlCA TION AND PERMIT TO OCCU~, ""tOR PcrlFORM OPERATIONS UPON A STATE Hl'UHWAY MCKENZIE HIGHWAY (126) HIGHWAY NUMBER I COUNTY 015 20 = LANE -BETWEEN OR NEAR LANDMARKS .L -- - ,--J3URIED LJCABLE STORM WATER - FEE AMOUNT O NON-COMMERCIAL $0 00 SIGN . MISCELLANEOUS OPERATIONS AND/OR [Z) FACILITIES AS DESCRIBED BELOW "BOND REQUIRED REFERENCE. AMOUNT OF BOND O IV1 OAR 734-55 YES ~ NO 035121 $0.00 HYDRAULIC STUDY PROVIDED BY: BRANCH ENGINEERING INSURANCE REQUIRED REFERENCE: SPECIRED COMPo DATE 310 5th STREET, SPRINGFIELD, OREGON 97477 (541) 746-0637 !ZI YES 0 NO ~:5~1~55 12/0112005 DETAIL LOCATION OF FACllITY(For more space attach additional sheets) 49th STREET HWY REFERENCE MAP 'DESIGNATED FREEWAY 8B-34-25 0 YES [ZJ NO APPLICANT NAME AND ADDRESS STEVE JOKINEN 4866 MAIN STREET, SPRINGFIELD, OREGON 97478 PIPE !ZI LINE TYPE N/A TYPE IN U S. FOREST o YES !Xl NO MILE MILE ENGINEERS ENGINEERS sloe OF HWY OR DISTANCE FROM BURIED CABLE OR PIPE SPAN POINT TO POINT STATION TO STATION ANGLEOFCROSS1NG CENTER OF PVMl RIW LINE DEPTHNERT. SIZE AND KIND LENGTH 541 224+94 NORTH 34'-0" 6'-0" SEE CON:.TRUCTION i')LANS DESCRIPTION AND LOCATION OF NON-COMMERCIAL SIGNS OR MISCELLANEOUS OPERATIONS FACILITIES PERMIT IS FOR STORM WATER AND WATER QUALITY AT THE ABOVE lOCATION. SPECIAL PROVISIONS (FOR MORE SPACE ATTACH ADDITIONAL SHEETS) TRAFFIC CONTROL REQUIRED - OPEN CUTTING OF PAVED OR SURFACED AREAS ALLOWED? · 0 YES 10AR 734-55-025(611 !Zl NO . 0 YES IOAR 734-55-100(21 !Zl NO (OAR 734-55-100(1) . AT LEAST 48 HOURS BEFORE BEGINNING WORK. THE APPLICANT OR HIS CONTRACTOR SHALL NOTIFY THE DISTRICT ncrneSENTATlVE AT TELEPHONE NUMBER: (541) 726-2552 OR FAX A COPY OF THIS PAGE TO THE DISTRICT OFFICE AT: (541) 726-2579 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. .. ORS 757.54 TO 757.571 REQUIRES EXCAVATORS TO LOCATE AND PROTECT ALL EXISTING UNDERGROUND UTIUTIES. YOU MAY BE HELD LIABLE FOR DAMAGES. CALL FOR UTILITY LOCATES. CALL BEFORE YOU DIG. 1-800-332-2344 COMMENTS - ODOT USE ONLY PERMIT,&,P'ERMISSIGN FOR STORM WATER os1a,iJION AND WATER QUALITY WITHIN ODOT RIGHT OF WAY AS"PER ~, - ~ PLANS SUBMITTED REVIEWED AND APPROVED BY ODOT HYDRAULIC DESIGN ENGINEER LUIS RIVAS P E ANY DEVIATION FROM APPROVED PLANS MUST HAVE PRIOR APPROVAL FROM ODOT BEFORE CONSTRUCTION fleE i':Z21V~:~t-i3\-: r;~i-;:~ !--:~~ ~zr;J~;~:~;~~ ~ ::::'''..'''::"1:7/:;[ r:;tt)~('(flro"~;,~.; IF THE PROPOSED APPLICATION WIU.-AFFECT-THE LOCAC'cf6vERNMENT. THE APPLICANY SHALL ACQUIRE THE LOCAL GOVERNMENT OFFICIAL'S SIGNATURE BEFORE ACQUIRING THE DISTRICT MANAGER'S SIGNATURE -- ---- -- - ---- --- . ~- -- -- LOCAL GOVERNMENT OFFICIAL SIGNATURE TITLE X ;1/( 4 APPLICANT SIGNATljRE APPLICATION DATE TITLE X ./J ALIt - 11/04/2004 PROPERTY OWNER When thts eppi~iron IS..lpproved by the Department, the eppllCl\nt IS IIIlbJeCt to, eccepts end epproves DISTRICT MANAGER OR REPRESENTA liVE the terms end provisions contaIned end ettechsd: end the terms of Oregon AdmlNSlFlltlve Rules. Chapter 734, DIVISIon 65, whlch IS by tlus reference made e pan of this permIt I DATE TELEPHONE NO. ?'J..6,-1.:, ?~I , APPROVAL DATE x 734-3457(5-03) r--. n 0 t-n " , f{'J7' 9:,o<J~ OreganD.,. ..', "",,,fliT,,, '"I"""""'" r PERMIT NUMBER APPLICATION AND PERMIT TO OCC"""-OR PERFORM OPERATIONS UPON A STATE HIGHWAY GENERAllOCA TION See Oregon Administrative Rule. Chapter 734. Division 55 a.ASS : I KEYW PURPOSE OF APPLICATION ITO CONSTRUCT/OPERATEJM~It!T~JN)____ __ D POLE TYPE . MIN. VERT. ClEARANCE LINE HIGHWAY NAME AND ROUTE NUMBER McKenzie Highway (126) HIGHWAY NUMBER COUNTY 015 20 = LANE BETWEEN OR NEAR LANDMARKS ~URIED UCABLE TYPE 49th Street and 48th street HWY. REFERENCE MAP DESIGNATED FREEWAY 8b-34-25 DYES IZJ NO APPliCANT NAME AND ADDRESS steve Jokinen 4866 Main Street Springfield, OR 97478 PIPE D LINE TYPE IN U.S. FOREST D NON-COMMERCIAl FEE AMOUNT DYES IZJ NO SIGN $0.00 MISCEllANEOUS OPERATIONS AND/OR IZJ FACILITIES AS DESCRIBED BELOW BOND REQUIRED ~"""-,::,'"",,.~E: AMOUNT OF BOND IZI YES 0 NO :S~2~55 $5,000.00 INSURANCE REQUIRED ',O"",'",JCE: SPEYncu COMP. DATE 726-6721/ Cell 513-0417 . IZJ YES 0 NO :::1~6 111/06 DETAil lOCATION OF FACILlTY(For more space attach additional sheets) MILE MILE ENGINEERS ENGINEERS SIDE OF HWY OR DISTANCE FROM BURIED CABLE OR PIPE SPAN POINT TO POINT STATION TO STATION ANGlE OFCROSSlNG CENTER OF PVM1 R/W LINE DEPTliNERT. SIZE AND KIND LENGTH ,5.35 221 +62 North 33' T xxx xxx xxx DESCRIPTION AND LOCATION OF NON-COMMERCIAL SIGNS OR MISCRLANEOUS OPERATIONS FACILmES approach at above location. Permit for removal of existing SPECIAL PROVISIONS (FOR MORE SPACE ATTACH ADDITIONAL SHEETS) TRAFFIC CONTROL REQUIRED - OPEN CUTTING OF PAVED OR SURFACED AREAS ALLOWED? . IZI YES (OAR 734-55-025(6)] 0 NO . IZJ YES IOAR 734-55-100(2) 0 NO (OAR 734-55-100(1) . AT LEAST 48 HOURS __WRE BEGINNING WORK. THE APPlICANT OR HIS CONTRACTOR SHALL NOTIFY THE DISTRICT ", =,',', :.:,ENTATIVE AT TB.I!PHONE NUMBER: 726-2552 OR FAX A COPY OF THIS PAGE TO THE DISTRICT OFFICE AT:--726-2579 SPECIFY TIME AND DATE IN THE SPACE BB.OW. . A COPY OF THIS PERMIT AND ALL ATTACHMENTS SHALL BE AVAILABLE AT THE WORK AREA DURING CONSTRUCTION. . ORS 757.64 TO 757.571 REQUIRES EXCAVATORS TO LOCATE AND PRChll:\,1 ALL '::"UO>j.~G UNDERGROUND UTU.ITIES. YOU MAY BE HELD UABLE FOR DAMAGES. CALL FOR unUTY LOCATES. CALL BEFORE YOU 01(1. 1-800-332-2344 COMMENTS - ODOT USE ONLY I p'E:RMI! ",~..;\~RMI~SI~,~ F~~~~~9Y.~~,9.~~?5.!~:r:!~,G,~~,~O~C,~",~~~~EPLACE WITH SIDEWALK WITI:f!~PD,QT R!GI;iT OFW;ll;Y'-'W@R,K\WG!lrN,~LJ08E S8W~CUTtIN~ GUTTER'B7XR :A;t\lD Cl'JRB. " <, ~" SEE REVERSE SIDE OF THIS SHEET FOR GENERAL & SPECIAL PROVISIONS IF THE PROPOSED APPLICATION WILL AFFECT THE LOCAL GOVERNMENT, THE APPliCANT SHALL ACQUIRE THE LOCAL GOVERNMENT OFFICIAL'S SIGNATURE BEFORE ACQUIRING THE DISTRICT MANAGER'S SIGNATURE. LOCAL GOVERNMENT OFFICIAL SIGNATURE TITlE X JA/4 . APPlICANT SIGNATURE I APPliCATION DATE X U j LJ Jt 219/04 WhentIU "...J., :,,; '-iseppRlY8d Y.tthec"."" . ,., the '.. .,~,.,.lSodlject~, .'--~-' end,.". ,. DISTRICT MANAGER OR REPRESENTATIVE the lIlrm8 end pn>YISIOfIS .. """ ..tand ,.,.,...... : end the terms of Oregon /Iv.. ",," rove "'*"" Chapter 734. OMelon 65, wluch IS by ths 1'8: ..', "' made a part 01 the permit. X DATE TITLE TELEPHONE NO. APPROVAL DATE 734-3457(5-03) 2:;c.... -r::: y "3 7 7 'I r= 10570 eARGAI~ AND SALE DEED (IndIVidual or Corporale) BARGAIN AND SALE DEED KNOW ALL MEN BY THESE PRESENTS, That TERl L JOKINEN who took tl/le as TERI L VAUGHN, hereinafter called grantor, for the consideratIOn hereinafter stated, does hereby grant, bargain, seU and convey unto TERl L JOKINEN and G STEPHAN JOKiNEN, Wife and husband, herelnajier caUed grantee, and unto grantee's heirs, successors and aSSIgns aU of that certain real property wl/h the tenements, heredItaments and appurtenances thereunto belongrng or In anyw,se appertaining. situated rn the County of Lane, State of Oregon, descrIbed asfoflows, to-wI/ ~ ~ ;1 ::it ill I.~ I ...') u: 2r.1 n .... ~ t '" A 25' Irrevocable JOint-use Access Easement along thefoflowlng desCribed property Begrnmng at a pornt on the North line of the A W Hammill DonatIon Land CIOlm No 38, TownshIp 17 South, Range 2 West of the W,Uamette Meridian, 1051 chains East of the Northwest comer of SOld clOlm, thence South paraUel to the West Ime of SOld claim 1216 76feet, more or less to the North Irne of the right-of-way of the McKenZie Highway, thence along Said North Irne of the rlght- of- way of the McKenzie HIghway, SOllth 89 "44' 00" East 25 00 feel, thence leavrng Said North Irne, North a" /8' 05" East /0000 feet, thence North 89044' 00" West 25 00 (eet, thence South a" /8' /5" West /00 OOfeel/O the pornt of begrnnlng To Have and to Hold the same unto the Said grantee and granlee:r heirS, successors and asslgmforever The lrue and aclual conslderallOn paid for Ih,s transfer, stated rn lerms of doflarr, IS none However, the actual consIderatIOn consIsts of or rncludes a/her property or value gIven or promaed which IS the whole consIderation In construrng thIS deed and where the context so reqlll/es, the Singular rncllldes the plural and aU grammal1cal changes rhafl be Impbed 10 make Ihe provISIons hereof apply equafly to corporatIOns and 10 rnd,vlduals In Witness Whereof, the grantor has executed thiS Instrumentth,r 1st day of April, 2004, if a corporate grantor, It has caused ItS name to be SIgned and seal affIXed by ItS officers, dilly authOrized thereto by order ofl/s board of directors THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS BEFORE SIGNING OR ACCEPTING TIllS INSTRUMENT, TIlE PERSON ACQUIRING FEE TITLE TO mE PROPERlY SHOULD CHECK WITH TIlE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES AND TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN OKS 30 930 STATE OF OREGON, ) ) ss County of Lane ) 71re foregOing 1n.rrJ:iW~clcnoWI~ed before day of April, 2003, ~ rl L, inen , Notary Publtcfor Oregan ~~ (SEAL) My commiSSIon expires 11/8/04 TERI L, JOKINEN GRANTOR S NAME AND ADDRESS TERI L. JOKINEN & G. STEPHAN JOKINEN GRANTEE'S NAME AND ADDRESS After recording rotum 10 Vaney Wesl Esorow 2108 MRla Slreet, Sprlnglleld, OR 97477 NAME ADDRESS, ZIP V.,U . tboop I. C'eqllUted .u tn ,f,'emeal, ,hall be Ie_I to Che rollowinc tddJ"ml Granlee 4866 Ma,n Slreel !'prlnglield, OR 97478 NAME ADDRESS ZIP l _ ViIIM ronn SDD050R R., 0112'/97 'L~4~ Terri L, Jokinen ~ . OFFICtALSEAL , ANNA MAE MIGLlORETTO , I NOTARY PUBLIC. OREGON COMMISSION NO, 339366 MY COMMISSION E~PIRES NOV S,2004 I Division of Chief Depuly Clerk Lane Counly Deed. and Records ~~o~.~m~~ $26,00 1156<1:50 :~ '040023666 11 001:5 04/0212004 10: 14 :32 AM RPR-DEED Cnl=1 Sln=8 CASHIER 01 $! 00 $11 00 $10 00 " _1jJD , I ; G ,\ ~ . ( " Branch Engineering, Inc. \ PRINCIPALS James A, Branch, P E Rene Fabricant, S,E, P.E. Michael Lane Branch, P,E. 31 0 5th Street Springfield, Oregon 97477 (541) 746-0637 Fax (541) 746-0389 August 2, 2005 Attn: Steve Jokinen Vaughn/Habitat for Humanity 4866 Main Street Springfield, OR 97478 Re: Storm Drainage Evaluation for Meyer Park Cluster Subdivision, Springfield This letter was prepared to address the storm water disposal and infrastructure proposed for the subject project. Calculations and a design of the proposed infiltration facilities as well as the overflow pipe system are included, Runoff from the site will be directed into a privately maintained infiltration pond located on the east side of the site that has been designed to retain runoff through the 25-year storm event. An on-site percolation test was performed by PSI at the proposed location of the pond and the results indicate a measured infiltration rate of 2 minutes/inch or 30 incheslhour (see attached test results). For the pond deSIgn, an infiltration rate of 12 inches per hour, or 40% of the measured rate, was assumed A typical cross section of the pond is illustrated on the attached figure. The bottom of the pond will be approximately 16 feet wide and 120 feet long. Angular quarry rock is proposed on three sides of the pond to minimize pond footprint. Access for maintaining the pond is proposed at the north end via a 5: 1 side slope. An overflow inlet is proposed for the pond at 1.5 feet above the bottom for runoff in excess of the 25-year event. It is estimated the maximum water surface elevation in the pond during the lOa-year storm event will be 491 feet (or 6" above the overflow rim). The inlet and piping system has been designed to convey the lOa-year storm event. CIVIL STRUCTURAL ~ TRANSPORTATION SURVEYING The runoff calculations assume contribution from the all subdivision parcels. The parcels were assumed to be developed with 80% impervious coverage. The 25-year and 100- year storm 24-hour rainfall depths used for the calculations were 4.8 inches and 6,0 inches, respectively. The Santa Barbara Unit Hydrograph method was used for the analysis, The stormwater model XP SWMM, Version 7.55 was used for the pipe and pond calculations. The results are attached. If you have any questions, please do not hesitate to call. Respectfully submitted, ~~ Lane Branch, P .E. Page 2 of2 S~NT BY: a~AINGFIELO PW; 541 7361u21j JUL.14.('511:25j '~Mr: ~/S , l~:{i.~;'y~_~ ),;, ~~~,~l~~:ff;:;~i~~:.rl ~. to. :J~:~ i:??~~~1{. : ,~~~' ~1 IIllfJmHQIJ'IlU U":1ll1' . ~SJ.1d1 ~Ii [ I _~~ ;'l P/';one: (641) j72~"5~' P"~r: (641) 'r~'tH021 11111 PUILlC WORKS OEPARTMENT I Engineering Division STORMWj'- TER MANAGEMENT SYSTEM SC4)PjE OF' v~VORK ;1 I: ji i, :;-; ,j', 'I f f ,',I: 'i."t !.. ~"". ~ .r .' '~r~~: '\'1/' 'i ~/' dk~;;f~'~~~. ~';~!I4'~'~IMt~'I~;~~ ~~I/~~:~~J~~~ ,:,' 11.,1' I,,' II "~r~?I~ll~,.~.~t~~~~~:~~j , , ,'.. ("i, ,\","'; '."',,!- ";" , ";-~,'((;'~,!r"lrl"1~'~ , ' 'I :-~''!II1''l'''~",~1'''11I\>1':ffH/':.r~,,,,,,:'' I"W ~I!'~li "-l"""'...,.,..,.,~ "!""~~~ i"ll~~ ""'1"1":1)"""""';.'0'''': '< :>,1 ;: :~:~ ~;~~;'fIQ(i+~~,:~ ~~~":;: ,J,\J~'~lIt ~It.tt, qn~~I{'JG'Ji:f', JHlJ'~l~U!"~~~~Ir. ~ :~16.J~f~~11~ii'I": ,~: """,', " ,""" ''', 'J"':';"N~._tm".,apnl~qrfl" ,'", ,:,. ~' '. ,I, i "'1" 'I'J .d"I, "".'. '~I " ~'",~ 1. ", ~ . ' " , . ~-~~~,......_~..,...._,.....~....~~..;...w..., I!'rroJI8I~t Name: t1JlrIt. fa8..LUIS.'I1t- 5\11. AppH~ant; LAMff i5ra,*~"~l<..f A:sse:Bllon Parte} /j-CJZ.-IL-fIIl _~~~~ Datl~: I~jand Use(s): ~ Q~ _ ~~gIAI.. Phone #: rroji!iCt Size (Acres): (L. f J4cJ!1~ , }'ax #; Apprl)l. Impell'Victus Ar.a; _I- ~ ~~ Emidl: ProjKt Description (Include a oopy of A!lst!llllOr's map): ~rt '~'1AG. C:(.t'i nfAA ;1'(.~I~OJI"S/d\'I""" ~. .11L!~1:"..w. ..,----M..-.--J- 1 2JGf~E"a:l"'lIttA"lW".""""'.""".__. ... "'111ft. _"~!:.t~.~, .....'_'._.~...~,......~~._., L~~,...ti.Ji: rillojl\,~!:lIt"':!$J~,*.v'~,:1I. '1I~~1-_ 'OurallllliBe Proposal (Public conncCtiOn(ll), dillChargc location(s), etc. Aua,h iwdit1On.d sh"el(S) jfr.\I~e:l:ilUJ': 1"'~/&'?'IIM1"I"'" p-.vcJ IMI#I tIfl1V~"""" ~ P,,6L.' I:. $'Tl(7"lr"'~ I,I!." ~I'AJ''''' ~(,~ 'jf[Q!llJU SlUDuaW-: lest Manafement Pradlees~ Vt"i:'flItT4ifJ 1(J~/"~"fi,~ UA'I!J --........., --.. __....,~._..........MlAI--.......-....w.._........... " ", , "" '11' 1Il.I.-~'l" ,. 'j "......j , &I lM!O JJI', ,...fI,l~' '>'n.~ll"~~~"" ':1 , , ~'1IiIi ' ""Il.~;) .. rfl!t....~I,~jlr;, '1\ 1, "I" I ." ,~. . ',~,,,~ f4lllfr~;p!~.~r~~1: ~_ ;'''':\, , \ I " I' l ' ~ ' . '," :1;'~~:i!r"ll'tt'GiSg.il"6',:~ '; " \ -:', :'" , ia. ,.. - ..-...r~~~....,.........-~ ""............".;. ptalnl!U.&1J.sb~j.JE.l~ ScctJ.!w 4.03.2): (Note. UH laV be lI~tiMc,d te!.l"..dticlli!.Lt!!$!~l :J Small Site Study - (UM Rational Method for calculations) J Mid-Level Developmont Study - (use Ullit Hydrosrapb Method fur calclllall~r'l:) ..J Full Drainage Development Study - (\lilt:: \JOlt Hydrogmph Ml:thod for clIlcullltiOr..s) ':nvlronmental CODlltderatloft.~ ~ JII " I . WeUhoad Zcmc: 'J,/) 'tir - ~~... 6..A'rt.~t, il' HIllFtlde Devel.opr.'lem: _.._,J!/rtf.':....~__, WcthmdfRipadan: J{if/4 . \ FJoodwliy/FJo::>clpJab _...J~.ii, ___ Soil Type: n"! -~,... ~~ {Other Juri!idi(~thms. Qf~.!~____, t!nD8b-ellW AnaBnls: jltf Nt A J Flow line for starting water surface elevation~ :J Design HOIL to use for IStarting water 5urfac;;e elevi\tion: J Manhol~/lunction ro tak.e analysJI'l ta: jlh'WIIl to Matt Stouder @ City of Springfield. emilll: tNtGUd'lIf8lcl..Hmd~:S.iUI ;.JlX: (';:4'f} 1',:Jtt 19;H J JU\J V"1 LVV\J I J IV UL I UL 1 11 UJ\nJ1VII LJ1U j J1LLl\ j J1U ;.1"11 {'tOUJO~ I. Uc ~M~ ~/:; SENT BV; SPRINOFIELO PW; 541 7361021; JU' ",-05 11 :~Clj CO~~LErESTUDYITEMS l'ou omcjd u~ 0(1);'- P91.~'JS-'----1 , u..._-~.........~~~....__-.,..._J :t Bared UPo" Iht! Informarimt provided on tht from <l/rhts sheel. the follcwJhg rtpN.reflts (/ ml110'lum V/Wll(Jl t..~ ;'~'~~'~d./,,/' ~111 "ppllc(~I'Jo" tu be camp/ere jor .submittal with rospect In drainage: however, thir list ShOlt/d not h~ Ii,fed i;, f',~1J (ifiM Sprl~'liiieM lJ,wf//opme"i Code (SDC) or (he City's Bflglneertttt De$tgn Manual. Ccmpllanc.'6l':'ilh :he,l'/1 re~ lJire'I:fJ,gIl/J dQ~.!: 'Jot MfL!'JilW6' .11 If approWdli Ai/dtrlona/,me spec~lic i/lfonnaa"n may be required Note.' Upon .reaping ,vh(Jet suhmitta!. I?n.'u.'~ "rlmpilJ,'ed/i:mll IJ"7 JJt)I~n ~'IKlIed in IhIJ 3pace provided helow' blterlm DesIgD StandardaIWlIIter Q..eUty (EDSPM Chapter 3) ~'d lV/A ~!>>i 0 AU nOI1.bulldin, rooftop (NBR) impervious surfaces shall be pre..(reat.e,:I (t,s: ml/lti-(.hamb~red cutd,b,uln w/oil fllltlllion mfdle) for SJOtmWRler qualilY. Additionally, a mlnbll\um of 50% of the- NBR lil7lpm ioua su:fa;c :lhatt te 1'."Ciflll:d by veB~IJ!w-d mlllthod8. ma 0 Wh~re required, vegetatIVe stonnwlIter design shall bo Consilllent wilh Interim cleliign "tllndElJ'da (EOSPM Sccllclll .3.02}, :let f(lrth by !he buteall ofBnvlronmental Services (BBS) or ClearJ Water SeMu!;S (CWS), o [i}For nfJW NBR impervious afOR .... than J 5,000 t;q\lSl'(l feet, II simplified dosia;r. approE.cb may bt. fO}JOWCld ~I~ :~poeoiflttd by the SES fot v~gl:tative treatment... l.A t\)...u \ U)~'" . f', 0 ~O If. ~ 0 If II SlarmWIltl:t IrClltmmlt ~wo1e is propoil':d, ",ubmit C4lc\lllt1onlJ/lIpecific~titJn~ for ~izlng., vel.;JcI11y, fJ\1W, ~id.e ll),;IIPC:s, bl)ltoTII slope, and 1Ic:ed mix consi8k:nt with either BES or CWS requirementll, ;~ ~ lIIIl W~Ut Quality caJou!ati(l1l$ ~ ~ql.lired m SQction 3.03.1 (If tbc SOSPM "J : All building rQoftop mounted equipment, or other fluid comalnlng equipment loca~e<l ('Ul!llde ol'lh" :,Qilding, s~i/1.H be prOV1,ded with s~ondary tDlltall1Jt'iefit or weather 1'ClIi.tant enclOllun.'. Clalloral Shldy RlquJr.mellu CEDSPM Seetlo8 ...OJ) j: 3 DJ"ilinllge sNdy prepared by a Professional CIvil Englnctr Ucense<l In the slBte of Oregon, ',I . A romplefe dralnaac study, iHcqujred Inl!PSPM S"Cli\)!'I 4.0J,l,lncluc:ilng a hydrol')al,llll !!lut!\1 r.'1lip, CaloulaftloftS l'Ihowir,g sYSIllm eapacdy (or a 2-yilllr ~torm event and overfloweftecla of 1I ~5"year st~lm ~r/lmt h J The t1m~ of ooncentratlon erc) shall be dlltennined ue~ litO minute llllllllimc ((11' deVlllo~)etl billll\6, Revf~u ofiDoWt1stream Sy.rem (EDSPM SeeUOd 4.0J.4.C) o Id A dOWOllllennl dmlnaue ttM1YIli!lll1l tl~crib(ld In BD8PM Sechon 4,03,4,1:'. On-lillI, Uj 11lnll,~e ~haH [,.~ gevcmlcd loy t!ll: Oregon Plumbing SpeolaJty,Code,(OPSC). [J ~1E18vlltions of the HOL lII1d tlo\v'llnes for bow citY and private systems when: appl,iclIble, PCllftlll)( Sronn Systems (l:D5PM seetkJn 4.(4) i3 =- Flow Uncs, slopes, rim ~tClvaiiOl#; pipe !)'pc md sizes cllllll'ly indicatod OIl th(l plan lIel. it : MInimum pipe cover shall ~.i~;~t:lIelt for ~jnfn~etl pipl! and 16lnche.,t for !"i;lh, C:O:1Crot.~ and pltl~lic P;l')e rn~l1l!riall:, "W Prop&" cXlgincenng calculations'shan be provided when less. The coyer wll be sutl1l:~Onf '10 9llJ'pOr1' an ~O,OC~) ll) JCllid . without illllul'e of thl! pipe stru,tUl'e. o tiJ,MallninjJ's Wn" valUiM for pires sball 1,1/1 conllirdont with Table 4.1 ofm" ',~DS,P, All Sbl m ~'lip~1!" 5h,,~1 bt (iC!.llr!n~d 10 llt:hicvt: li mmimum vllloClty ofthne (3) teet per HCCon.d lit 0,5 pipe full based on Titbit 4..1 toll! weill, . I.,.) Otbel'JMIK . " , Sil 0 Existlftt and propolied C13nIOllt~llucated at one foot Interval. Includclpet oltv:uiOllll nnd 'll~ gTJC1cI' "haWing how RIte l drains , ' S 0 Private ~tonnWlltt'r Qmleml:mt~~:sljlli! be clearly depicted on p'an~ whel1 private ~tmmwaler f10\/5 from c;;nl~ pTOrl~1J:o , : another , CJ '5Otywelll Willi ~ot re!:eivc ru~~ff;from any 3umcc w/o being tlrellfed by one or mOLl: DMI~~, vith me: exc,'~ptiQl'llrl" f1:lidCIlI.tiaJ . bulldma roafs (EDSP Section,3.03,4.A). Addltion:lI proVIsions 4pp!y to this 3S 'req,uiffld by .the DEQ, R.~iler t,,, tho 'g1l)b.:I~lI: . www de<<J~~.us:/wofR~dw,iUich(Jl'rUI.hcl'rl for I'r\(Jto lnf~mmtlon, t~ ODetcrtti\Jn JK'ndll shall be dC8i~ed"t,~ limit TUnQffto pre-developmcnt flItcs for the 1 through 2S.yellr storm eVl:nl1i *Thll /(1rIll8,".1/ b<< '1njjlil.d III .,,, ut,"thlll'lJt) ill~/Il.'''.lrunl C:UVIII"I' of tht' liQOJ"I'qWe!l'er .I11fllc.{1' I I ... ~ \' ~fI the engineer Oflll~Qrd., I har(lby cmi_fy tb~ Ilbove reqwred Item., m i/1-ompl,~ 8nd iJncludetl with the ~ubmitwd stU!JftW8\er stud)' ttnd plan s.,~ Signa'N'~ ___.__"~.____.Dlltll____-"': III ,___........_ 7"1':' ;, : 11_1. forfTI VC!rsiofl:2 MII/y;h 1004 " I :' '" ," .f'J.li~Io'oioI!oi.~'" ",~,","~.J<.llD!liIl'.&\ti.Jtljl!r.II,lb!Il!IIi"1Ii8liW1o,.!r.j:;~",d1>>'1 :a.""ll-l(,',,, ,,'," , ,," ,',..,1',:,':."" '\~*" I ~"'~"~'~~lit~~.,.,:ft'D'''''',''~'/'Iii1'..I~''-k'~'''~' 1"".,\,\, " I , '1> \ I ___ ...---- -..........-.................-.......,..... j, f' /;,.l :. ( I.... ' '/tUI ,,,.., .'"', ""........,........, "")" '", "" \ "c. STREET a. 0 9 BEAVER STRt.1:.1 ~ <ot- ~ / 1:: I) .B- Sf ~ % t;:j W 1::: ~ I) ~ ~ '~ ''It / I , , MAIN STREET/HIGHWAY 126 LaJ : ~ ~ - 0- W ~ ~ VICINITY MAP ''It 0- NO SCALE \ ~ ~ It) . ~ BLUEBEU.E WAY Feb,,16 27 03:21p 62/13/2004 13:37 Terl Jokinen 5 'G71b3 l541J726-6721 p.2 ;;1. PAGE 02 11 II: PSI ) fIf.11i:= ~JJQ~.~ FeooJary 10.2004 Project. 722-40047-1 Mrs. Ten Jokmen 4866 MaIn Strel:t Spnngfield, OR 97478 Subject: ]>eItlllD1l0nRate DctCtmUllltiOD Report 4866 Main Street Springfield. Oregon Dear Mrs. Jokinen: We are pleased tU t'........,ttbc results of ('UJ Percolation ~atc: Del~. ,..:....anon te&t1ng conducted on Februay 10.2004 al4866 Mam Sl1'eef ID Spnngfield, On:g:m The Percolation Tat location was selected by our client The PetcQlatlon Rate was det._ ...:..ed m ICc(Jrdancc with the KlJIg COlloty, WashinglOB 5UJ18ce WI~r ~.gn Manllllll. T..ble of Percl)lation RICCI Test Pit Test Locatic n rut Elevation Visual Soil CJautflntioD. MlUured Percolation bte (mlnJlnc:b) IS' S. SO' E ofSE comer orbo!. 5C 3 1/2' bg Red-Brown Cayey Gravel WIth Cobbles (bar-1UtI) 2 nnaf'tncb Note: }, No bjgb winter water levels were mdicated in the above hllted percolatJon hole, 2 No ground water was e~ountered in thc above listed percolation bole lit 3 Ya feet below cxbtlng grade. 3, bg = Below Grade Tfyml hllve any queshon9 or need addil10nal information please call RIIY Alipeni at 746-9649, Respectfully Submitted, PROFE:SS/ON,4J. SERVICE INDUSTRIES. lNe, b~~~ Department Manager Prol&slI)'\iIJ SIIM:8 InduatnllS. Inl: . 104M St aley SI, . SprlllQllflld. Ol'l 97~n · PIiontI 5411748-9649 · flIlf il41f74&-7103 XP-UDD2000 Version 7 55 Copylight (0) XP $oftwa'" Pond PClt-J~ ~ Zc;: - ~)(. SIO~ Outflow I I I I I I t Outlet 25-Year Storm Vaughn/Habitat for Humanity Licenced To Branch Englneenng [66-750-0285] ~/J~ , , r , 05/17/04 ~ Page 111 .,.,,,....... 1>0 t-.>'l> 'Pt:C:;I' \oJ z<:- ~ rz- <;""1DtZ-M 0/;& Input Flle C \SWMM Flles\03-285\lnflltratlon XP Current Dlrectory' C \XPS\XP-UDD-l Executable Name. C \XPS\XP-UDD-l\swmmengw exe Read 0 Ilne(s) and found 0 ltems(s) from your cfg flle *===============================================* XP-SWMM2000 I Storm Water Management Model I I Verslon 7 51 I ===============================================1 Developed by I ===============================================1 1 I 1 1 1 1 I I 1 1 1 1 EPA-SWMM lS malntalned by 1 Oregon State Unlverslty 1 Camp Dresser & McKee Inc I ===============================================1 XP Software October, 2000 I Data Flle Verslon ---> 9 0 I *===============================================* XP Software Inc and Pty, Ltd Based on the U S EPA Storm Water Management Model Verslon 4 40 Orlglnally Developed by Metcalf & Eddy, Inc Unlverslty of Florlda Camp Dresser & McKee Inc September 1970 Vaughn/Habltat for Humanlty Proposed Condltlons 25-Year Storm ###################################### # Ralnfall lnput summary from Runoff # ###################################### Total ralnfall for gage # 1 lS 4 8000 lnches Z5 - '1~ 7-'1 ~~ "Q.A\~~A'--"- OI(,(7I~ ################################################### # Table Rl. SUB CAT C H MEN T D A T A # # Physlcal Hydrology Data # ################################################### Subcatchment Number Name 80/. I ""j>C~V::=;~~~;:===== 7-0 Cr. ?~i::. \I - 2 Pond # 2 Channel or lnlet Wldth ft Area ac Per- cent Slope "n" Imperv ft/ft Imprv Deprs Deprs Prcnt -Slon -Slon Zero Un" Storge Strge Deten Perv Imprv Perv -tlon Pond Pond 50 000 100 00 1 5000 38000 100,00 0,020 0,014 0,030 0,000 0.000 o 00 0,020 0,014 0,030 0.000 0.000 o 00 o 00 i 88 f7.::Jl.fS TO'"if-> '-- ############################################################################################ # Table R2 SUBCATCHMENT DATA # # Inflltratlon Data # # Infll tratlon Type Infl #1 Infl #2 Infl # 3 Infl #4 # # SCS -> Comp CN Tlme Conc Shape Factor Depth or FractlOn # # SBUH -> Comp CN Tlme Conc N/A N/A # # Green Ampt -> Suctlon Hydr Cond Inltlal MD N/A # # Horton -> Max Rate Mln Rate Decay Rate (l/sec) N/A # # Proportlonal -> Constant N/A N/A N/A # # Inltlal/Cont Loss -> Inltlal Contlnulng N/A N/A # # Inltlal/Proportlonal-> Inltlal Constant N/A N/A # # Laurenson Paramters -> B Value Pervlous Un" Impervlous Cont Exponent # ############################################################################################ Subcatchment Number Name Infl # 1 Infl # 2 Infl # 3 Infl # 4 1 pond#l 2 Pond#2 98 0 69 0 o 167 o 167 'PO~D Pr~lbp...) Zt:;; ~)L ~rLW'\ 5/Ju o 000 0 200 o 000 0 200 ############################################################ # Table R3 SUBCATCHMENT DATA # # Ra1nfall and Inf1ltrat1on Database Names # ############################################################ Subcatchment Gage Infltrn Rout1ng Ra1nfall Database Inf1ltratlon Database Number Name No Type Type Name Name --------------- ----------- ----------------- ---------------- --------------- ----------- ----------------- ---------------- 1 pond#1 1 SCS Method SBUH SCS Type 1A SCS TYPE C - Horton 2 pond#2 1 SCS Method SBUH SCS Type 1A SCS TYPE C - Horton ################################################## # Table R9. Summary Statlstlcs for Subcatchments # ################################################## Note Total Runoff Depth lncludes pervlous & lmpervlous area PerVlOUS and Impervlous Runoff Depth 1S only the runoff from those two areas, Subcatchment ....... pond#l Area (acres) ....., Percent Impervlous."., Total Ralnfall (In) Max Intenslty (In/hr). PerVlOUS Area Total Runoff Depth (In) Total Losses (In) Remalnlng Depth (In) Peak Runoff Rate (cfs), Total Impervlous Area Total Runoff Depth (In) 4 54282 Peak Runoff Rate (cfs) 1 89106 Impervlous Area wlth depresslon storage Total Runoff Depth (In) 0,00000 Peak Runoff Rate (cfs) 0 00000 Impervlous Area w1thout depresslon storage Total Runoff Depth (In) 0 00000 Peak Runoff Rate (cfs) 0 00000 Total Area Total Runoff Depth (In) Peak Runoff Rate (cfs). Unlt Runoff (In/hr) 1 100 4 1 50000 00000 80000 55520 o 00000 o 00000 o 00000 0.00000 4 54282 1 89106 1 26071 ===> Runoff slmulatlon ended normally Pond#2 o 38000 o 00000 4 80000 1 55520 1 79904 3 00096 o 00000 o 15213 o 00000 o 00000 o 00000 o 00000 o 00000 o 00000 1 79904 0,15213 o 40034 ####################################################### # Entry made to the HYDRAULIC Layer(Block) of SWMM # # Last Updated October,2000 by XP Software # Vaughn/Habltat for Humanlty 25-Year Storm Pond Prlnted output for the followlng 1 Junctlons Input Informatlon from Internal Ratlng Curve Inflltrate ----------------------------------------------------- ----------------------------------------------------- POlnt Data Data Data Data No Column Column Column Column # 1 # 2 # 3 # 4 ------- --------- 1 o 000 o 000 o 400 0 000 2 0,500 o 000 o 550 0 000 3 3 000 0.000 o 750 0 000 11' '1' P6tJ-D I ~Fl(...11ZA- -n 0 w 'l2A'T"€ WAr"'T'Lfl.. Su~r-tk.JC cF~ 'D~_pnt (F-r) 'Po uD j)~S'<4""" z<; -It \l. t:;. '\6 (tv\- \ o/JlI *==================================================* Table El - Condu~t Data *==================================================* Trapezo~d Inp Condu~t Length Condu1t Area Mann~ng Max W1dth Depth S~de Num Name (ft) Class (ft^2 ) Coef (ft) (ft) Slopes ------- ------- -------- ------- ------- --------- ------- 1 Inflltrate 300 00 Closd Cnd 0 00 0 01400 3.00 3 00 Total length of all condu1ts 300 0000 feet *===================================================* Table E3a - Junct~on Data *===================================================* Inp Junct~on Num Name Ground Crown Invert Q~nst Elevat~on Elevat~on Elevat~on cfs In~t~al Depth-ft 1 Pond 492 0000 492 0000 489 0000 0.0000 0,0000 2 Outlet 402,0000 401 9900 400 0000 0 0000 0 0000 *==========================================* Storage Junct~on Data *==========================================* Pond Stage/Area 2700 7200 PEAK OR CROWN DEPTH CONSTANT VOLUME ELEVATION STARTS (CUBIC FEET) (FT) FROM --------------- --------- ----------- 6715 3702 492 0000 Node Invert MAXIMUM OR STORAGE JUNCTION JUNCTION CONSTANT SURFACE NUMBER OR NAME TYPE AREA (FT2) *==================================* Var1able storage data for node IPond *==================================* Data Elevat10n Depth Area P01nt ft ft ft^2 --------- --------- 1 489.0000 0 0000 1437 4800 2 489 5000 0 5000 2003 7600 3 492.0000 3 0000 2700 7200 Volume ft^3 o 0000 856 4006 6715 3702 It.-- 'PO NO AlZEt1- x. rl~ "/-He.. ::: iNn\....T\Zf\TIO,v 'RPITe *================================================* FREE OUTFALL DATA (DATA GROUP 11) BOUNDARY CONDITION ON DATA GROUP Jl *================================================* Outfall at Junct10n Outlet has boundary cond1t1on number , *================================================* INTERNAL CONNECTIVITY INFORMATION *================================================* CONDUIT JUNCTION JUNCTION FREE # 1 Outlet BOUNDARY *=================~=================================* Boundary Cond1t1on Informat~on Data Groups JI-J4 *===================================================* BC NUMBER,. 1 Control water surface elevat10n 1S" 0.00 feet. ,- ~f t'~: ,I 'YONC Pt:'>\~~ ~& , , , 2S ~'-(\L <:;it>~~'" J:"l'-,' ) ! ~ "'1~ *===========~===========================================* " T l m e H l S tor y 0 f the H. G L ( feet) I *=======================================================* Max Ground E1evatlon 492 00 Tlme Max Crown E1evatlon 492 00 Junctlon:Pond Hr:Mn-Sc E1evatlon Depth Tot1 Area Node Area Volume Inflow Outflow -------- --------- --------- --------- --------- --------- --------- --------- 0 10 0 489 0000 0 0000 1437.4838 1437 4838 0 0048 0 0000 0.4000 0 20 0 489 0000 0.0000 1437 4838 1437 4838 0 0048 0 0000 0 4000 0 30 0 489,0000 0,0000 1437 4838 1437 4838 0 0048 0 0064 0 4000 0 40 0 489 0000 0 0000 1437 4838 1437 4838 0 0048 0 0250 0,4000 0 50 0 489 0000 0 0000 1437 4838 1437 4838 0 0048 0 0448 0 4000 1 0 0 489 0000 0 0000 1437 4838 1437 4838 0 0048 0 0625 0,4000 1 10 0 489 0000 0 0000 1437 4838 1437 4838 0 0048 0 0773 0,4000 1 20 0 489 0000 0 0000 1437 4838 1437 4838 0,0048 0 0895 0 4000 1 30 0 489 0000 0 0000 1437 4838 1437 4838 0 0048 0 0996 0.4000 1 40 0 489 0000 0 0000 1437 4838 1437 4838 0 0048 0 1081 0 4000 1 50 0 489 0000 0 0000 1437 4838 1437 4838 0 0048 0 1327 0 4000 2 0 0 489 0000 0,0000 1437 4838 1437 4838 0 0048 0,1487 o 4000 2 10 0 489 0000 0 0000 1437 4838 1437 4838 0 0048 0 1588 0 4000 2 20 0 489 0000 0.0000 1437 4838 1437 4838 0 0048 0.1661 0 4000 2 30 0 489 0000 0 0000 1437 4838 1437,4838 0 0048 0 1718 0 4000 2 40 0 489.0000 0 0000 1437 4838 1437 4838 0 0048 0.1765 0 4000 2 50 0 489 0000 0 0000 1437,4838 1437,4838 0 0048 0 2016 0 4000 3 0 0 489.0000 o 0000 1437 4838 1437 4838 0 0048 0.2158 0 4000 I, :~~~, ~~ 3 10 0 489,0000 0.0000 1437 4838 1437 4838 0 0048 0 2233 0,4000 , }, ',~l! 3 20 0 489,0000 0 0000 1437.4838 1437 4838 0 0048 0.2281 0 4000 ~.<',;;" 3 30 0 489,0000 0,0000 1437 4838 1437 4838 0 0048 0.2315 0 4000 .. ~Il~'<\" 3 40 0 489 0000 0 0000 1437 4838 1437.4838 0,0048 0 2343 0,4000 \ ;~~~1J':!tc~~ 3 50 0 489 0000 0 0000 1437 4838 1437 4838 0 0048 0 2595 0 4000 '* '~~~~I~ 4 0 0 489 0000 0.0000 1437 4838 1437 4838 0 0048 0.2727 0 4000 \' J _~~ : t~,~t',,;;: 4 10 0 489 0000 0 0000 1437 4838 1437 4838 0 0048 0 2789 0 4000 . ~ \' II ,~~'~ 4 20 0 489 0000 0 0000 1437 4838 1437 4838 0 0048 o 2823 0 4000 11If~'~1 " 4 30 0 489 0000 0.0000 1437 4838 1437 4838 0,0048 o 2846 0 4000 _~lil~~"(I~,1' ~'l<''' 1\ "f 4 40 0 489,0000 0.0000 1437.4838 1437 4838 0 0048 o 2864 0 4000 \ .; "if 1ft ~ ~ 4 50 0 489,0000 0 0000 1437.4838 1437 4838 0 0048 0,3163 0 4000 ' {..1 '~.f~' l' :"~ ~Ilr~' ,t, 5 0 0 489 0000 0 0000 1437 4838 1437 4838 0 0048 0 3312 0.4000 ,/i:,; ,>' 5 10 0 489 0000 0 0000 1437 4838 1437 4838 0 0048 0 3375 0 4000 I ~~, ... , , ' j 5 20 0 489,0000 0 0000 1437 4838 1437 4838 0 0048 0 3406 0 4000 " '\";,"" " ~ 't L:' 1., 5 30 0 489.0000 0 0000 1437,4838 1437 4838 0 0048 0 3425 0 4000 v' 5 40 0 489 0000 0,0000 1437 4838 1437 4838 0 0048 0 3444 0 4000 1; \, 1 '~~;'~~ll I 5 50 0 489,0000 0 0000 1437 4838 1437 4838 o 0048 0,3783 0 4000 ~~I'H t~:{t\ 6 0 0 489.0000 0.0000 1437 4838 1437 4838 0,0048 0 3960 0,4000 \'\~ :,}}J;1~~~. : 6 10 0 489.0005 o 0005 1437 8999 1437 9212 0 5600 0.4043 0 4001 \"~ lt~ '!i:~~ 6 20 0 489,0029 0.0029 1440 3652 1440 4130 3 7265 0 4091 0,4008 : 't;'~jt:.o; ,hW~ ,"" 6 30 0 489 0063 0 0063 1444 1366 1444 1994 8 5484 0 4125 0 4019 , 'l'.....ti;":i.., r~" :~~I~~!:~' 6 40 0 489 0104 0 0104 1448 6955 1448 7679 14 3832 0 4153 0 4031 --I< ,''',~ ,;. 6 50 0 489 0355 0.0355 1477 6434 1477 6507 51 6967 0 5166 0 4106 :, ':t:;...1,...\" ~ 1 ',1.~tt:..,1 7 0 0 489.0869 0.0869 1535 9368 1535 9455 129,2322 0 5670 0 4261 .' l'f:;~I.~ 7 10 0 489.1424 0,1424 1598,7028 1598 7114 216 0147 0 5881 0 4427 'i...l;l~.$ \" I , ~ f~1~..~tl ~I 7 20 0 489.2169 o 2169 1683 1112 1683 1257 338 0706 0.7175 0.4651 ~ ,lot":. l.,lt \ 7 30 0 489,3124 0 3124 1791 2985 1791,3138 503 3564 0.7816 0 4937 ~ .. " . ,-' 7 40 0 489.4736 0 4736 1973 8232 1973 8278 804,3999 1 2315 5421 , <1,:'1 0 t' \ '\ J' 7 50 0 489 7953 0.7953 2086 0540 2086 0727 1460 1339 1,9902 0 5736 .', 8 0 0 490,1412 1,1412 2182 5136 2182 5257 2198 1861 1 6147 0 6013 " 8 10 0 490.3420 1.3420 2238 4541 2238 4871 2641 4062 1 1605 0 6174 " , ~' f 8 20 0 490,4355 1. 4355 2264 5332 2264 5461 2851 5329 0 8444 0 6248 .. 30 0 490,4708 1 4708 2274,3682 2274.3946 2931 5622 0.7164 0,6277 . '. ' 8 '",: . -.:/ 8 40 0 490,4845 1.4845 2277 9076 2277 9499 2960,5359 0.6706 0,6287 '\', i 8 50 0 490,4765 1 4765 2276 0256 2275 9947 2944 5968 0.5280 0 6281 l/qo~,5., 9 0 0 490,4405 1 4405 2266 0375 2265 9913 2863 2549 0,4627 0,6252 1'-.'/1 ( I , l'ft..t 9 10 0 490 3940 1 3940 2253 0033 2252 9917 2758 0711 0 4393 0.6215 (Y1. , " 9 20 0 490.3445 1 3445 2239 2049 2239.1930 2647 0665 0 4312 0 6176 < ."I,l~} \ 30 0 490.2945 1 2945 2225,2763 2225 2644 2535 6919 0 4287 0 6136 ,. " 9 " 9 40 0 490.2450 1 2450 2211 4700 2211 4583 2425,9655 0 4282 0 6096 ,< , 9 50 0 490 1962 1,1962 2197 8780 2197 8665 2318,5951 0,4285 0,6057 ,: ~': 10 0 0 490 1484 1.1484 2184 5331 2184 5218 2213 8065 0,4291 0 6019 .. i~ 1', If 10 10 0 490.1014 1 1014 2171 4458 2171 4347 2111 6492 0 4297 0 5981 .. ; ll1t'~,Jl.: ~. : ~ \:~~~1/ 10 20 0 490,0554 1 0554 2158 6188 2158 6079 2012 1078 0 4304 0 5944 .. l)-'l; ':: ,'~" ~ 10 30 0 490.0104 1,0104 2146 0612 2146.0505 1915 2185 0 4311 0 5908 ~1~!,/~~t1:l \'191 10 40 0 489,9663 0 9663 2133 8393 2133 7926 1821.1762 0 4317 0,5873 ~ 1l ~, tl ,'", ',:; 10 50 0 489,9164 0 9164 2119,8510 2119 8377 1714,7614 0 3873 0 5833 l~:~t",1' ;, :', ~X~~~~~~ .~ tJ,,; , ; -,,'\, . r:~(~H t t'l ... ~ ) ,,~'l~(~;}; }, 'Z'j~l~J"'~. ... f~(;}t or'; ~ \i,~\;:,{~~: !i\ .... ft' ~~ t~: , :; 1,'\'>'\ J::)!.~l;;":': ?Ot-JC> DrS\Io~ 0/1" ZC;; - Lt ll. c;"WrL\.'-'1 11 0 0 489 8576 0 8576 2103 4844 2103 4699 1590 8248 0 3665 o 5786 11 10 0 489 7963 0 7963 2086 3879 2086 3732 1462 3825 0 3592 0.5737 11 20 0 489 7347 0 7347 2069 2032 2069 1885 1334 3254 0 3567 o 5688 11 30 0 489 6736 0 6736 2052 1678 2052 1533 1208 4193 0 3561 o 5639 11 40 0 489 6133 0 6133 2035 3697 2035 3554 1085 2808 0 3561 o 5591 11 50 0 489 5540 o 5540 2018 8414 2018 8274 965,1043 0 3563 o 5543 12 0 0 489 4958 0,4958 1998 9772 1998 9676 848 0254 0 3567 o 5487 12 10 0 489 4399 o 4399 1935 7536 1935 7442 739 3034 0 3570 o 5320 12 20 0 489 3875 o 3875 1876 4108 1876 4020 640 2593 0 3574 o 5163 12 30 0 489 3386 o 3386 1820 9448 1820 9367 550 3318 0 3578 o 5016 12 40 0 489 2930 o 2930 1769 3255 1769 3179 468 9522 0 3581 o 4879 12 50 0 489 2430 o 2430 1712,7503 1712 7407 382 3313 0 3157 o 4729 13 0 0 489 1856 o 1856 1647 6749 1647 6648 286 0548 0 2957 0,4557 13 10 0 489 1278 o 1278 1582 2802 1582,2705 192 9538 0 2886 o 4384 13 20 0 489 0726 0,0726 1519 7692 1519 7602 107 4075 o 2860 o 4218 13 30 0 489 0211 o 0211 1461. 3759 1461 3676 30 5704 0.2853 o 4063 13 40 0 489,0000 0,0000 1437 4838 1437 4838 o 0048 o 2851 o 4000 13 50 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2852 o 4000 14 0 0 489 0000 0.0000 1437 4838 1437 4838 o 0048 o 2853 o 4000 14 10 0 489,0000 o 0000 1437 4838 1437 4838 o 0048 o 2855 o 4000 14 20 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2857 o 4000 14 30 0 489 0000 0.0000 1437 4838 1437 4838 o 0048 o 2859 o 4000 14 40 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2861 o 4000 14 50 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2661 o 4000 15 0 0 489,0000 o 0000 1437 4838 1437 4838 o 0048 o 2568 o 4000 15 10 0 489 0000 0,0000 1437 4838 1437,4838 0.0048 o 2535 o 4000 15 20 0 489.0000 o 0000 1437,4838 1437,4838 0,0048 0.2523 0,4000 15 30 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2520 o 4000 15 40 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 0.2519 o 4000 15 50 0 489,0000 o 0000 1437 4838 1437 4838 o 0048 o 2520 o 4000 16 0 0 489 0000 o 0000 1437 4838 1437 4838 0,0048 o 2521 o 4000 16 10 0 489 0000 0.0000 1437 4838 1437 4838 o 0048 o 2523 o 4000 16 20 0 489.0000 o 0000 1437 4838 1437 4838 o 0048 o 2524 o 4000 '''_~--Ll~ 16 30 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2525 o 4000 16 40 0 489.0000 o 0000 1437 4838 1437 4838 o 0048 o 2527 o 4000 16 50 0 489,0000 o 0000 1437 4838 1437 4838 o 0048 o 2238 o 4000 17 0 0 489.0000 o 0000 1437 4838 1437 4838 o 0048 o 2103 o 4000 17 10 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2053 o 4000 17 20 0 489 0000 0.0000 1437,4838 1437,4838 o 0048 o 2036 o 4000 17 30 0 489 0000 0.0000 1437.4838 1437 4838 o 0048 0,2030 o 4000 17 40 0 489,0000 0.0000 1437.4838 1437.4838 0,0048 0.2028 0.4000 17 50 0 489 0000 o 0000 1437,4838 1437 4838 o 0048 0,2028 o 4000 18 0 0 489.0000 o 0000 1437,4838 1437,4838 o 0048 o 2028 o 4000 18 10 0 489.0000 o 0000 1437 4838 1437 4838 o 0048 0,2029 o 4000 18 20 0 489.0000 0,0000 1437 4838 1437 4838 o 0048 o 2030 o 4000 18 30 0 489,0000 0,0000 1437 4838 1437.4838 o 0048 0,2030 0,4000 18 40 0 489,0000 o 0000 1437,4838 1437 4838 0.0048 0.2031 0,4000 18 50 0 489 0000 0.0000 1437 4838 1437 4838 o 0048 0.2032 0.4000 19 0 0 489 0000 0.0000 1437 4838 1437 4838 o 0048 0.2033 o 4000 19 10 0 489 0000 o 0000 1437 4838 1437 4838 0,0048 0.2033 o 4000 19 20 0 489.0000 o 0000 1437 4838 1437 4838 0,0048 o 2034 o 4000 19 30 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2035 o 4000 19 40 0 489 0000 o 0000 1437 4838 1437 4838 0.0048 0,2036 0.4000 19 50 0 489,0000 0,0000 1437 4838 1437,4838 o 0048 o 2036 0.4000 20 0 0 489 0000 0.0000 1437 4838 1437 4838 o 0048 o 2037 o 4000 20 10 0 489.0000 0,0000 1437 4838 1437 4838 o 0048 o 2038 o 4000 20 20 0 489,0000 o 0000 1437 4838 1437 4838 o 0048 o 2039 o 4000 20 30 0 489.0000 o 0000 1437 4838 1437 4838 o 0048 o 2039 o 4000 20 40 0 489,0000 o 0000 1437 4838 1437 4838 o 0048 o 2040 0.4000 20 50 0 489,0000 0,0000 1437 4838 1437,4838 0,0048 o 2041 0.4000 21 0 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 o 2041 o 4000 21 10 0 489,0000 o 0000 1437 4838 1437 4838 o 0048 0.2042 0,4000 21 20 0 489.0000 o 0000 1437 4838 1437 4838 o 0048 o 2043 o 4000 21 30 0 489,0000 o 0000 1437 4838 1437 4838 0,0048 o 2043 o 4000 21 40 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 0,2044 o 4000 21 50 0 489.0000 o 0000 1437 4838 1437 4838 o 0048 o 2045 o 4000 22 0 0 489 0000 o 0000 1437 4838 1437,4838 o 0048 o 2045 o 4000 22 10 0 489,0000 0.0000 1437 4838 1437 4838 o 0048 o 2046 o 4000 22 20 0 489,0000 0.0000 1437 4838 1437,4838 o 0048 o 2047 o 4000 22 30 0 489.0000 o 0000 1437,4838 1437 4838 o 0048 o 2047 0,4000 22 40 0 489.0000 0,0000 1437,4838 1437,4838 0.0048 0,2048 0,4000 22 50 0 489.0000 0,0000 1437.4838 1437,4838 0.0048 0,2049 0,4000 23 0 0 489 0000 0.0000 1437 4838 1437,4838 0,0048 0.2049 o 4000 23 10 0 489 0000 o 0000 1437 4838 1437 4838 o 0048 0.2050 o 4000 23 20 0 489.0000 0.0000 1437 4838 1437 4838 o 0048 o 2051 o 4000 23 30 0 489.0000 o 0000 1437.4838 1437 4838 o 0048 0.2051 o 4000 ?{)}UD D[Stl..v all(, :;..; 'r, <;j',l l.l'\ 23 40 0 23 50 0 24 0 0 Mean Maxlmum Mlnlmum 489.0000 0.0000 1437 4838 1437,4838 0 0048 0 2052 0 4000 489,0000 o 0000 1437 4838 1437 4838 0 0048 0 2052 0 4000 489 0000 o 0000 1437 4838 1437 4838 0 0048 0 2053 0 4000 489.22 o 22 490 48 1 48 489 00 o 00 *======================================================* I Table E9 - JUNCTION SUMMARY STATISTICS I The MaXlmum area lS only the area of the node, It I I does not lnclude the area of the surroundlng condultsl *======================================================* Uppermost MaXlmum Tlme Feet of MaXlmum Ground PlpeCrown Junctlon of Surcharge Freeboard Junctlon Junctlon Elevatlon Elevatlon E1evatlon Occurence at Max of node Area Name feet feet feet Hr Mln Elevatlon feet ft^2 -------- --------- -------- -------- --------- --------- -------- -------- Pond 492 0000 492 0000 490 4862 8 43 0 0000 1 5138 2278,6865 Ou tl e t 402 0000 401 9900 400 0000 0 0 0 0000 2 0000 12 5660 *======================================================* Table E10 - CONDUIT SUMMARY STATISTICS Note The peak flow may be less than the deslgn flow and the condult may stlll surcharge because of the downstream boundary condltlons *======================================================* Condult Maxlmum Tlme Maxlmum Tlme Ratlo of MaXlmum Depth > Name Deslgn Deslgn Vertlcal Computed of Computed of Max to at Plpe Ends Condult Flow Veloclty Depth Flow Occurence Veloclty Occurence Deslgn Upstream Dwnstrm Name (cfs) (ft/s) (In) (cfs) Hr Mln (ft/s) Hr Mln Flow (ft) (ft) ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- Inflltrate 0 000 0 0000 36 0000 0 6289 8 43 0 8144 8 43 0 0000 490 4860 400 0000 FREE # 1 Undefnd Undefnd Undefnd 0 6289 8 44 ===> Hydraullc model slmulatlon ended normally, ===> SWMM Slmulatlon ended normally ===> Your lnput flle was named C \SWMM Flles\03-285\lnflltratlon OAT ===> Your output flle was named C \SWMM Flles\03-285\lnflltratlon out *==========================================~===================* SWMM Slmulatlon Date and Tlme Summary *==========================================~=============~=====* Startlng Date... May 17, 2004 Tlme 13 46' 1,54 Endlng Date,., May 17, 2004 Tlme 13'46 2 86 Elapsed Tlme... 0 02200 mlnutes or 1 32000 seconds *==========================================~===================* I i I I I I I I I I I I i I I I 1".'.....,._,..,.,. I Xp.UDD2000 Version 7 55 I C::~(~l~~ ~::r., Pond ~L0 ?I~ I 0 (j . l..t \L <;""{"1J ~ If\^ 12" Jlpe , MH1 I 10"{IPe Main Sl .,.,....,-,............_,..",.........,......,.........., " i Vaughn/Habitat for Humanity I 1100- j' ill-Year Storm LI~e~:~~To.Branch Englneerrng [66-750-0285] i . 05/17/04 Page 1 l1 }~/4f1 Input F~le : C \SWMM F~les\03-285\P~pes.XP Current D~rectory: C:\XPS\XP-UDD-1 Executable Name: C'\XPS\XP-UDD-1\swmmengwexe Read 0 l~ne(s) and found 0 ~tems(s) from your cfg f~le *=================~=================~===========* 1 XP-SWMM2000 I Storm Water Management Model I Vers~on 7,51 I 1===============================================1 I Developed by 1 1===============================================1 I I I XP Software Inc and pty Ltd I , 1 1 Based on the U S EPA 1 1 Storm Water Management Model Vers~on 4 40 I 1 I 1 Or~g~nally Developed by I 1 Metcal f & Eddy, Inc. 1 I Un~vers~ty of Flor~da I 1 Camp Dresser & McKee Inc. I 1 September 1970 I I I I EPA-SWMM ~s ma~nta~ned by I I Oregon State Un~vers~ty I I Camp Dresser & McKee Inc. I 1===============================================1 1 XP Software October, 2000 I I Data F~le Vers~on ---> 9 0 I *===============================================* Vaughn/Hab~tat for Human~ty Proposed Cond~t~ons lOa-Year Storm ###################################### # Ra~nfall ~nput summary from Runoff # ###################################### Total ra~nfall for gage # 1 ~s 6. 0000 ~nches L' /OO-'r1L Z'f ff,(C. g;r;-~ o ~, <. ~ ~ '1'" ~ v' g C L ~' :c, :> ~ ################################################### # Table R1 SUB CAT C H MEN T D A T A # # Phys~cal Hydrology Data # ################~################################## Subcatchment Channel W~dth Area Number Name or ~nlet ft ac --------------- -------- --------------- -------- bJ~, I tV'\ ? 1 Pond#l Pond 50 000 1 5000 "U)'-; ?'iy...v 2 pond#2 Pond 100 00 .38000 Per- cent Slope "n" Imperv ft/ft Imprv Deprs Deprs Prcnt -s~on -s~on Zero "n" Storge Strge Deten Perv Imprv Perv -t~on 100.00 0 020 0 014 0 030 0 000 0 000 0.00 0.00 0 020 0 014 0 030 0 000 0 000 0 00 - -::::- ~ ############################################################################################ # Table R2. SUBCATCHMENT DATA # # Inf1ltrat1on Data # # Inf1ltrat1on Type Infl #1 Infl #2 Infl #3 Infl #4 # # SCS -> Comp CN T1me Conc Shape Factor Depth or Fract10n # # SBUH -> Comp CN T1me Conc N/A N/A # # Green Ampt -> Suct10n Hydr Cond In1 t1al MD N/A # # Horton -> Max Rate M1n Rate Decay Rate (l/sec) N/A # # Proport1ona1 -> Constant N/A N/A N/A # # In1t1al/Cont Loss -> In1t1al Cont1nu1ng N/A N/A # # In1t1al/Proport1onal-> In1t1al Constant N/A N/A # # Laurenson Paramters -> B Value Perv10us "n" Imperv10us Cont Exponent # ###########################################################################W################ Subcatchrnent Infl Infl Infl Infl Number Name # 1 # 2 # 3 # 4 --------------- --------------- 1 Pond#l 98.0 0 167 0.000 0 200 2 Pond#2 69.0 0.167 0 000 0 200 ###w######################################################## # Table R3 SUBCATCHMENT DATA # # Ra1nfa11 and Inf1ltrat1on Database Names # ############################################################ Subcatchrnent Number Name Gage Inf1trn No Type Rout1ng Type Ra1nfa11 Database Name Inf1ltrat1on Database Name --------------- --------------- 1 Pond#l 2 Pond#2 1 SCS Method SBUH 1 SCS Method SBUH SCS Type 1A SCS Type 1A SCS TYPE C - Horton SCS TYPE C - Horton ################################################## # Table R9. Summary Stat1st1Cs for Subcatchments # ################################################## Note: Total Runoff Depth 1nc1udes perv10us & 1mperv1ous area Perv10us and Imperv10us Runoff Depth 1S only the runoff from those two areas. Subcatchment . Area (acres) Percent Imperv1ous.... Total Ra1nfall (In) ... Max Intens1ty (In/hr) Perv10us Area Total Runoff Depth (In) Total Losses (In). Rema1n1ng Depth (In) .. Peak Runoff Rate (cfs) Total Imperv10us Area Pond#l Pond#2 1 50000 100 00000 6 00000 1 94400 o 38000 o 00000 6 00000 1 94400 & 0 ~ ~ 70? ~~ cJ \.. ~ ~~ o 00000 o 00000 o 00000 0.00000 2 69295 3 30705 o 00000 o 25164 ....... ~ Total Runoff Depth (In) 5 73599 Peak Runoff Rate (cfs). 2 37242 Impervlous Area wlth depreSSlon storage Total Runoff Depth (In) 0.00000 Peak Runoff Rate (cfs). 0.00000 Impervlous Area wlthout depresslon storage Total Runoff Depth (In) 0,00000 Peak Runoff Rate (cfs). 0 00000 Total Area Total Runoff Depth (In) Peak Runoff Rate (cfs). Unlt Runoff (In/hr) 5 73599 2 37242 1.58161 ===> Runoff slmulatlon ended normally 0.00000 0.00000 0.00000 0.00000 o 00000 o 00000 2.69295 0.25164 0.66220 ####################################################### # Entry made to the HYDRAULIC Layer (Block) of SWMM # # Last Updated October,2000 by XP Software # Vaughn/Habltat for Humanlty lOa-Year Storm Table E1 - Condult Data *==================================================* *==================================================* Trapezold Inp Condult Length Condult Area Mannlng Max Wldth Depth Slde Num Name (ft) Class (ft^2) Coef (ft) (ft) Slopes ------- ------- -------- ------- ------- --------- ------- 1 12" plpe 290.00 Clrcular 0.79 0 01300 1 00 1 00 2 10" plpe 20.00 Clrcular 0 54 0 01300 0 83 0 83 Total length of all condUlts 310 0000 feet Table E2 - CondUlt Factor Data *==================================================* *==================================================* Inp Junctlon Num Name Ground Crown Invert Qlnst Elevatlon Elevatlon Elevatlon cfs Inltlal Depth-ft c: () c <:: ..(~ ~ 11 IJ\ r (j ~ 1(1 _ ~ ~\i Tlme Low Flow Depth at Condult Number Entrance EXlt Exp!Contc Welghtlng Roughness WhlCh Flow Name of Barrels Loss Coef Loss Coef Coefflcnt Parameter Factor n Changes Routlng ---------- --------- --------- --------- --------- --------- --------- ------- 10" plpe 1.0000 1.5000 0 0000 0 0000 0.8500 1 0000 0 0000 Standard - Dynamlc Wave Table E3a - Junctlon Data *===================================================* *===================================================* ......... ~ ~ 1 Pond 2 MH1 3 Maln St. 492,0000 492.0000 492.0000 490.0000 487 6000 487 2300 489 0000 486 6000 486 4000 0.0000 0.0000 0.0000 0.0000 o 0000 o 0000 *===================================================* Table E4 - Condult Connectlvlty *===================================================* Input Condult Upstream Downstream Upstream Downstream Number Name Node Node E1evatlon E1evatlon -------- --------- ---------- --------- --------- -------- --------- ---------- --------- --------- 1 12" plpe Pond MH1 489 000 486 600 No Deslgn 2 10" plpe MH1 Maln St. 486.600 486.400 No Deslgn *================================================* FREE OUTFALL DATA (DATA GROUP II) BOUNDARY CONDITION ON DATA GROUP J1 *================================================* Outfall at Junctlon.. .Maln St has boundary condltlon number 1 *===================================================* Boundary Condltlon Informatlon Data Groups J1-J4 *===================================================* BC NUMBER 1 Control water surface elevatlon lS . 487 10 feet *======================================================* I Table E9 - JUNCTION SUMMARY STATISTICS I The MaXlmum area lS only the area of the node, It I I does not lnclude the area of the surroundlng condultsl *======================================================* Table E10 - CONDUIT SUMMARY STATISTICS Note The peak flow may be less than the deslgn flow and the condUlt may stll1 surcharge because of the - 8' ~ \ l'T'I: :f;:p o ,~ t C' 1( :t. ) M Uppermost Maxlmum Tlme Feet of Maxlmum Ground PlpeCrown Junctlon of Surcharge Freeboard Junctlon Junctlon Elevatlon Elevatlon Elevatlon Occurence at Max of node Area Name feet feet feet Hr. Mln. Elevatlon feet ft^2 -------- --------- -------- -------- --------- --------- -------- -------- Pond 492.0000 490.0000 489.6917 7 52 0 0000 2.3083 12.5660 MH1 492.0000 487.6000 487 9413 7 52 0 3413 4 0587 12 5660 Maln St 492 0000 487 2300 487 1120 7 52 0 0000 4 8880 12 5660 *=====================~================================* ~ ~ ~ I downstream boundary cond~t~ons *======================================================* Condu~t Max~mum T~me Max~mum T~me Rat~o of Max~mum Depth > Name Des~gn DesJ.gn VertJ.cal Computed of Computed of Max. to at P~pe Ends Condu~t Flow Veloc~ty Depth Flow Occurence Veloc~ty Occurence Des~gn Upstream Dwnstrm Name (cfs) (ft/s) (~n) (cfs) Hr. M~n (ft/s) Hr M~n. Flow ( ft) (ft) ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- 12" p~pe 3 241 4.1268 12 0000 2 6007 7 52 3.8720 7 50 0.8024 489 6917 487 9413 10" pJ.pe 2.168 4.0064 9.9600 2.5961 7 52 4.9837 7 52 1.1976 487.9413 487.1120 FREE # 1 Undefnd Undefnd Undefnd 2.5961 7 52 *============~==================================================* I Table E13 Channel losses(H), headwater depth (HW), ta~lwater I depth (TW), cr~t~cal and normal depth (Yc and Yn) I Use th~s sect~on for culvert compar~sons *===============================================================* Condu~t Max~mum Head Fr~ct~on Cr~t~cal Normal Name Flow Loss Loss Depth Depth ------- ------- -------- 12" p~pe 2.601 0.000 1 857 0 691 0 678 10" p~pe 2 591 0 518 0 274 0 712 0 830 HW Elevat TW Elevat 489 692 487 938 487.939 Max Flow 487.112 Max Flow *===~======================================================* JL A?(2D)c CULVERT ANALYSIS CLASSIFICATION, and the t~me the culvert was ~n a part~cular class~f~cat~on dur~ng the s~mulat~on The t~me ~s ~n m~nutes I The Dynam~c Wave Equat~on ~s used for all condu~tl analys~s but the culvert flow class~f~cat~on I condltlon lS based on the HW and TW depths. I *==========================================================* F C> -;L , G't H-~AD R~q p 10~ -1K..... SIC-:z.~ Mlld M~ld Steep M~ld M~ld Slope Slope TW Slope TW Slug Flow Slope Slope Cr~t~cal D Control Inslgnf Outletl TW > D TW <= D Condu~t Outlet Outlet Entrance Entrance Outlet Outlet Outlet Inlet Inlet Name Control Control Control Control Control Control Control Control Conf~gurat~on ------- --------- --------- --------- --------- --------- --------- --------- --------- ------------- 12" plpe 0 000 7.000 1433 000 0 000 0.000 0 000 0 000 0.000 None 10" p~pe 0 000 12.000 0 000 1399.000 0 000 0.000 29 000 0 000 None Condu~t Name Upstream Node Downstream Node ... 0 C < 1M .r rc r "f' r ~ ~ ~ :c > ;J\. ######################################################### # Table E16. New Condu~t Informat~on Sect~on # # Condu~t Invert (IE) Elevat~on and Condu~t # # Max~mum Water Surface (WS) Elevat~ons # ##########ff############################################## IE Up IE Dn WS Up WS Dn Condu~t Type 12" p~pe Pond MH1 489.0000 486 6000 489 6917 487 9413 C~rcular ~ 10" pl.pe MH1 Mal.n St. 486.6000 486.4000 487 9413 487.1120 ===> Hydrau11.C model sl.mulatl.on ended normally ===> SWMM Sl.mulatl.on ended normally. ===> Your l.nput fl.le was named C:\SWMM F1.1es\03-285\Pl.pes.DAT ===> Your output fl.le was named. C:\SWMM Fl.les\03-285\Pl.pes out *==================================================~===========* SWMM Sl.mulatl.on Date and Tl.me Summary *==================================================~===========* Startl.ng Date. May 17, 2004 Tl.me 14:57 53:46 Endl.ng Date.. May 17, 2004 Tl.me.. 14.57.56.69 Elapsed Tl.me. 0 05383 ml.nutes or 3 23000 seconds *==============================================================* Cl.rcular c c <:: 'FI ~ ~ r ~ f f-y ~ ~ ~ ~ , I MAIN OFFICE 1570 MOHAWK BLVD . SPRINGFIELD, OR 97477 P,O. BOX 931 . SPRINGFiElD, OR 97477 PHONE: 541.741.1981 FAX: 541 741.0619 BRANCH OFFICE 1509 WILIAMETTE ST. . EUGENE, OR 97401 P.O, BOX 10211 . EUGENE, OR 97440 PHONE: 541.687.9794 FAX' 541.6870924 be. ~x~rg{~~~ SUPPLEMENTAL TITLE REPORT May 5, 2005 ELT-47155 Krush & AssOcIates EstImated Premium for 54 Centennial Loop PARTIAL BILLING $200,00 Eugene, Oregon 97401 Artn: Marv Krush ADDITIONAL CHAIN $100 00 Dear Marv' TOTAL $300 00 We are prepared to write Title Insurance covering the followmg described premIses to-wit. SEE A TT ACHED Showing fee SImple title as of Apnl 28, 2005, at 8.00 a.m" vested Ill, G, STEPHAN JOKINEN AND TERI L. JOKINEN, husband and wife (as to Parcell), and SPRINGFIELD-EUGENE HABITAT FOR HUMANITY (as to Parcels 2 and 3) Subject to the usual printed exceptIons, and 1 Taxes, Map No. 17-02-32-41-00300, Code 19-00, Account No. 1667052,2004-2005, a lien in the amount of$1,805,39, plus interest is unpaid, (Parcell) 2, Agreement, including the terms and provisions thereof, by instrument Recorded May 21, 1999, Reel 2551R, Reception No, 99-045884, and Re-Recorded June 1, 1999, Reel 2555R, Reception No, 99-048681, Lane County Oregon Records. (Affects Parcel 3) 3. Easement Agreement, including the terms and provisions thereof, by instrument Recorded September 8, 1999, Reel 2588R, Reception No. 99-077682, Official Records of Lane County, Oregon (Affects Parcel 3) CONTINUED TiTlE INSURANCE SERVICES . ESCROW ClOSINGS "IN OUR BUSINESS, YOU MATTER MOST" www.evergreenlandtltle.com ELT - 47155 Page 2 4. Easement Agreement, mcludmg the terms and provIsions thereof, by instrument Recorded September 8, 1999, Reel 2588R, Reception No 99-077683, Official Records of Lane County, Oregon. (Affects Parcell) 5 Deed of Trust, mcluding the terms and provisions thereof, executed by Teri L. Jokinen, as Grantor(s), to Valley West Escrow, as Trustee, for the benefit of Prudential Preferred Properties, as Beneficiary, Dated January 30, 2004, Recorded February 4, 2004, Reception No, 2004-007598, Official Records of Lane County, Oregon, gIven to secure payment of a Note for $4,000.00. (Affects a portIOn of Parcel 1) 6, Ingress and Egress Easement as contained m Bargain and Sale Deed Recorded Apn12, 2004, Reception No, 2004-023666, Lane County Oregon Deed Records, (Affects Parcell) 7, Private Irrevocable Joint-Use Storm Water, Utility and Maintenance Easement as contamed in Deed Recorded September 16, 2004, ReceptIOn No 2004-072450, Lane County Oregon Deed Records (Affects Parcels 1,2,3) 8, Private UtIlity Easement Agreement as contained in Deed Recorded September 16,2004, Reception No 2004-072451, Lane County Oregon Deed Records. (Affects Parcels 1 and 3) 9. Private Use and Landscape Easement Agreement as contamed in Deed Recorded September 16,2004, Reception No. 2004-072452, Lane County Oregon Deed Records (Affects Parcels 1 and 3) 10, Deed of Trust, mcludmg the terms and proVIsions thereof, executed by G Stephan Jokinen and Ten L. Jokmen, husband and WIfe, as Grantor(s), to Evergreen Land TItle Company, as Trustee, for the benefit of Brandt Fmancial Services, Inc., as Beneficiary, Dated December 17, 2004, Recorded December 20,2004, Reception No, 2004-096427, Official Records of Lane County, Oregon, given to secure payment ofa Note for $14,747,17, (Affects a portion of Parcell) 11. Improvement Agreement and Application for Sewer Hookup, including the terms and prOVIsions thereof, between G. Stephan Jokmen and Teri L. Jokmen, and the City of Springfield, by instrument Recorded December 30, 2004, Reception No. 2004-099063, Lane County Oregon Records, (Affects Parcels 1,2,3) NOTE: Taxes, Map No. 17-02-32-41-00302, Code 19-00, Account No, 1645025,2004-2005, $1,097.60, paid m full. (Parce12) Taxes, Map No, 17-02-32-41-00303, Code 19-00, Account No. 1667060,2004-2005, $530 18, paid in full. (Parcel 3) CONTINUED ELT - 47155 Page 3 NOTE' A WDGEMENT/LIEN SEARCH was done for the name(s) G. STEPHAN JOKINEN AND TERI L JOKINEN, SPRINGFIELD-EUGENE HABITAT FOR HUMANITY, and as of April 28, 2005, none were found, NOTE: As of Apnl 28, 2005, there are no liens for the City of Springfield. NOTE: SUPPLEMENTED TO UPDATE REPORT, Very truly yours, EVERGREEN LAND TITLE COMPANY HOME OFFICE By: ;~~JJ\ rf\1 KImberly A. Ditlefsen TItle Department Manager CC: Steve Jokinen NO LIABILITY IS ASSUMED HEREUNDER UNTIL POLICY IS ISSUED AND PREMIUM PAID, IF FOR ANY REASON THE REPORT IS CANCELLED, A MINIMUM CANCELLATION FEE OF $230.00 WILL BE CHARGED. ELT - 47155 Page 1 of3 Legal Description PARCEL 1: All ofthe following described tract lying South of the Westerly extension ofthe South line of North "A" Street: Beginning at a point on the North line of the A.W. Hamlmtt Donation Land Claim No, 38, Township 17 South, Range 2 West of the Willamette Meridian, 10,51 chains East of the Northwest comer of said claim, thence South parallel to the West lme of said claim 121676 feet, more or less to the North line of the right-of-way of the McKenzie HIghway; thence South 89044' East along said highway 173.415 feet, thence North 1217.66 feet, more or less, to the North line of said Claim No. 38, thence West 173 415 feet to the Place of BegInning, in Lane County, Oregon EXCEPTING THEREFROM a parcel begInnmg at a point being East 693,66 feet from the Northwest comer of the A.W Hammitt Donation Land Claim No. 38, Township 17 South, Range 2 West of the WIllamette Meridian; SaId point being on the North line of said DonatIOn Land Claim; thence along the North line East 173 42 feet; thence leaving said North line South 921.55 feet; thence West 173 42 feet parallel to the SaId North line, thence North 921.55 feet to the Point of Beginning, in Lane County, Oregon ALSO EXCEPTING THEREFROM the North 80 feet thereof as conveyed to Springfield- Eugene Habitat for Humanity by Bargain and Sale Deed, Recorded June 28, 2000, Reception No 2000-036830, Lane County Oregon Deed Records. ALSO: Beginnmg at a point on the North line of the A W. Hammitt Donation Land ClaIm No, 38, Township 17 South, Range 2 West bfthe Willamette Meridian, 10.51 chains East of the Northwest comer of said Claim; thence South parallel to the West line of said Claim 1216.76 feet, more or less, to the North line of the right-of-way of the McKenzie Highway; thence leaving said North line North 00 18' 05" East 214,86 feet to the True Point of Beginning; thence North 00 18' 05" East 10.14 feet; thence South 890 44' 00" East 173.08 feet to the Westerly boundary of MIRANDA, as platted and recorded in FIle 73, Slide 93, Lane County Oregon Plat Records; thence along said Westerly boundary South 00 18' 21" West 10,14 feet; thence leaving said Westerly boundary North 890 44' 00" West 173.08 feet to the True Point of Beginning, in Lane County, Oregon. CONTINUED ELT - 47155 Page 2 of3 Legal Description PARCEL 2: All of the following descrIbed tract lying North of the Westerly extension of the South line of North "A" Street: Begmning at a point on the North line of the A.W, Hammitt DonatIOn Land Claim No 38, Township 17 South, Range 2 West of WIlI amette Meridian, 10,51 chains East of the Northwest comer of Said claim, thence South parallel to the West line of Said claim 121676 feet, more or less to the North line of the right-of-way of the McKenzie Highway, thence South 890 44' East along said highway 173.415 feet, thence North 1217,66 feet, more or less, to the North lme of said claim No, 38; thence West 173.415 feet to the Place of Beginning, in Lane County, Oregon. EXCEPTING THEREFROM a parcel beginning at a point being East 693,66 feet from the Northwest comer of the A.W. HammItt Donation Land Claim No. 38, Township 17 South, Range 2 West of the Wlllamette MerIdian; said point being on the North lme of said Donation Land Claim, thence along the North lme East 173 42 feet; thence leavmg said North line South 753 55 feet, thence West 173 42 feet parallel to the Said North line, thence,North 753,55 feet to the Point of Beginning, in Lane County, Oregon. PARCEL 3: The North eighty feet of the followmg described property: All of the following descrIbed tract lying South of the Westerly extension of the South line of North "A" Street' Beginnmg at a point on the North lme of the A.W. Hammitt Donation Land Claim No 38, Township 17 South, Range 2 West of the Willamette Meridian, 10.51 chams East of the Northwest comer of said claim; thence South parallel to the West line of Said claim 121676 feet, more or less to the North line of the right-of-way of the McKenzie Highway; thence South 89044' East along said highway 173.415 feet; thence North 1217.66 feet, more or less, to the North line of said Claim No. 38; thence West 173.415 feet to the Place of Beginnmg, in Lane County, Oregon EXCEPTING THEREFROM a parcel beginning at a point being East 693.66 feet from the Northwest comer ofthe A.W, Hammitt Donation Land Claim No. 38, Township 17 South, Range 2 West of the Willamette Meridian; said point being on the North line of said DonatIOn Land Claim; thence along the North line East 173.42 feet; thence leaving said North line South 921.55 feet; thence West 173.42 feet parallel to the said North line; thence North 921.55 feet to the Point of Beginning, in Lane County, Oregon, CONTINUED EL T - 47155 Page 3 of3 Legal Description PARCEL 3: continued... ALSO EXCEPTING THEREFROM: Beginning at a point on the North line ofthe A.W. Hammitt Donation Land Claim No 38, Township 17 South, Range 2 West of the Wlllamette Meridian, 10,51 chains East of the Northwest comer of said Claim; thence South parallel to the West line of said Claim 1216.76 feet, more or less, to the North line ofthe right-of-way of the McKenzie Highway; thence leaving said North line North 00 18' OS" East 214.86 feet to the True Point of Beginning; thence North 00 18' OS" East 10.14 feet; thence South 890 44' 00" East 173,08 feet to the Westerly boundary of MIRANDA, as platted and recorded in File 73, Slide 93, Lane County Oregon Plat Records; thence along said Westerly boundary South 00 18' 21" West 10.14 feet; thence leaving smd Westerly boundary North 890 44' 00" West 173.08 feet to the True Point of BegInnmg, in Lane County, Oregon, ~~~ ~.J \ ~ ~ ~ I ; / ; ~ " J ) \ I : I \,....'....."'" 1-:;} '"' \ J~/ ..... ~...." ....... '.:,;.. ~ mxw'. \l-.. o~--7:d-- y 179.3/ ' ~.~ 14 III ~ ~~ q-. 13 '1 , ~ ID;~1 r.,5S~ ~ 4+,'" Iql~~ 0<:\1'40"101 I"n ~4r.O/i!iiL-. ,,,11 """rc..~ ~O' s'., "t0209 ~ ~ CO 1'- -, 210 \ 0 0 "0 ~ <:l ~ 10 :z:. ~ ~ 211 (;, o o 11 _1U.i! C. "\- \ ').: I U" t 302 0,63 AC, " ~ OJ ~ ~ -.J N 89'44'00' 'vi <17342') ~ 303 0.31 AC. '" OJ " 'r\i ~. 300 0.85 AC. " U, \D lfl ()\ (\J -.J ,) '-~ ll\ ,.: \1" H;G;":WAY N 9'1044'1'{ \'1 "/.,.....~ ~~ NORTH I~IG t : '11-.4-').. 80.0' ~ 206 205 .. '.. o ~ - co IT" 1- N 89'44' ..., 72,42' ~. 800' ...uLl~-"-76,2L'--'lf"" I 76,2L' ! ~.z93- I 204 <I r): ~.. 245 gl. 0.17 AC. ~ " :2 gO. 17 Ac~l~ g 55 - ~ 1_ 0 0\ 10 g ;;; ~ /0 0 4 ~ ~ ~f-_~5.:..0_'__-~, 76.2L' 76 21' 3~ N 89'44' \.I 152.42' 'oF:' ... 2 :- \ ~ t,,'l, 41.: 1111" Wi' -........ -, 17;l"~' :ilL o o ~ 12 ~ .., lfl ,... \ll = 0">, lfl. c; ~ ! ?l4" 63' ......- \ I . '. '" ... ~ 207 .. qo'g ~ 4~ 4S 8 0- M 7 - , ,." CO ~v 0 0 ~'" C'I r- ..0 (."). .....~ <\-':> 'Ts. - <r 't cr- IT 't cr- ~ \ ~ 6 5 {1 [!j \ ~ ~ 202 ~'" o o ~ 201 '0 o rP 1// " (~ o ~ ok7; c;) itA I~ lXl ~\. 3d' .)'/*' 1 I"./.i/ .1(jJL~ ~.JuU. 't: ~..~~ 7t. \~i~ f.r;;:r.f: \~I U. S. \L 1 'Os' .s 8 9 044 I E THIS MAP GS TO ASI):,sr toeA TINe; PR ')P;::V7V THE C - '-,-.. 1 OMF'ANY AS3U"i'iE:S N:) LI~ltITY fOl~ INACCURACL .). IN 'e COURTeSY OF + EY!RG,I!eN LAND TITLE CO 5 74'-1981 ',' ,6 J 1- 99 '- j 5 :j~/ RETURN TO EVERGREEN lAND TITLi Co. ~ I~ - 10 . G. STEVEN JOKINEN 4866 MAlN STREET SPRINGFIELD, OR Grantor'. Nmao ODd Address HAllrrAT FOR HUMANITY 4866 MAL'll STREET SPR.I]l;GFIELD, OR GraDtte'. !'faIQC and AddrtS) AIler rccordin;, reLum w. EVERGREEN LAND TITLE CO, P.O. BOX 931 SPRINGFIELD, OR 97477 UnlU a rbanRt 11 requ_ed, aJJ tax statemeats ~ be soollo lbe roUowlni addres, SAME AS GRANTEE !-SO-!MAY.21'99UOQREC 10,00 ~Q!HAY.21'99U04PFUND 10.00 ~iHAY.21'99HOQA&T fUNO 20.00 99045884 99048681 TITLE NO ELT-JOS44 ESCROW NO SP99 10271 TA.X ^CCT r.0. 129153 \tAp NO 1702324100300 E~ZJUN.Ol'99"OQREC ~!2ZJUN.Ol'99ijOqPFUND 10.00 10.00 ~tJ- /I- ~ WARRANTY DEED - STATUTORY FORM (L'IDIVlDUAL OR CORPORATlO'IJ) KNOW ALL MeN BY 1HESE PRESENTS, ThuJ G. STEVEN JOKINEN heremafler called granlor, for Sle onslderallOn heremafler Slaled, 10 grantor paId by HABITAT FOR HUMANITY heremafler called gramee, does ereby gralll, bargam, sell alld convey unto Ihe sard gramee and grall/ee's It<srs, successors tmd aSSIgns, Ihal certam real property, wllh Ihe len~menls, lIeredllam~nls and appurtenances If,ereulllo belollglllg or apperta"'/Ilg, sllaa/ea /II Ihe COUllty of l..A.NE am/ Slale of Oregall, descnbed as folio HIS, la-HilI Icgal allached ou exhibit A ***THIS DOCU/o1..ENT BEING RE-RECORDED TO ADD AGHEE~EN'r REGARDING PAYMENT OF FUTURE STREET IM?ROVE~~NTS*~ To Have und 10 /laid (/,e same un/a lile ~ald grantee arul gral/lee's heIrs, ~uccesso" and aSSIgns fore"er Alld satd granlor hereby covel/OlliS 10 and with Satd grantee and gralllee's heIrs, succes>o" und aSS/gm, Ihul grall/or IS lawfully seIzed 11/ fee ~lmple of Ihe above gran led premISes, free from all encumbrance~ excepl SubJecllO any und all eauments, reSInCflOns and covenanls of record alld Ihal gran/or WIll Hlarrant and forever defend Ihe saul premises and ev~ry part and parcel IlIereof agamsllhe lawful claIms anti demands of all persol/s whomso~ver, ercepllhose clturning under the above descnbed encumbrances The lroe and actual consldera/lon ptud for lhlS Irons fer, slaled m le171lS of dollars, IS $15,000,00, -HLd'\l . .~~~.""" f9RIIGH-o,/".. ....~l~rh.;,. ~f\Jj't.lt,)""'" ,...:ue-glvt,JU, J1'U",ued-'Whtt~ \ll4eh,j.~,. ",;'.:'~..J ., .sUl#4don (j~tlfC11Ie-wlilcht 0 (The senlence be/ween IlIe symbols 0, If nol applIcable should be del~/ed, See ORS 93,030,) [n conslruing IIIIS deed anti where Ihe cOlllext sa 'equtres, Ihe sll/gular mcludes Ihe plural and all gramnlDllcal cllallge,\ shall be Imphed 10 make Ihe provISIons hereof apply equally ro corporanons and 10 mdmduals M ~lIn~S$ Whereof, Ihe granlor has execuled Ihls mSlrumenlllm 7.. I day of at..-j J9 . If a corporale granlor, II has caused liS name 10 be ngned and ua/ dffu:ed by liS officers, duly aUlhof/led Iherelu by Of e of lis board of diteclors. 1 HJ~ I'\STIIUMENT "'ILL '01' ALLOW US!> OF TIlE PROPERTY DESCRIBED 1'1 TIllS L'ISTRUI>IEr.-r [N VIOLA 110'1 OP APP/IC.\BLL LA.'"D USE LAV.S.\ND REGLLAT/ONS BEFORE SIGNI/\G OR ACCEPTI/\G TIllS /l'<STRUMENJ', THE PERSOr. A<.QUIRlNG FU:, 'J [1 LI:. TO TI[E PROPER1 Y SIlOULD CIIECK WITI! TIn. APPROPRlII.TE CITY OR COL'NTY PLANM]l.G DEPARHIE'ITTO YERrn AI'I'RO\'ED USE~ANDTODETEJN1ANY LlMlnON LAWSUITS AGAINST .'ARMING OR.'ORESrPRACTICU ASDEFlNEU 1/\ OR!! 30930 j)-~ \ lL _ G.~1b~ ~'T^TEOFOREGON.COL'NTYOF {AJc:........ )55 TillS ~STRUMENTWASACKNO\\'LlOGEDBEFOREMEO/<. c:r;)../ ,19$ BY G >tJ 0 o},~ahh./L MYCOllunWloo..plrC5 ~/..lLj1In3 ~ r.OIar~U. ror Oregoo HEYEN JOJ-ll>t., j ..!J~ir~=tNS 4 _,ilRY flJBUIl. QREGtW ~ IY~SSIOHNO.3210S7 '...~. -flIJVUlMRQj,. ~...-. ....I.......~.I.iI. ..I.l'.....~'!'..... I{ @ IL- ~?- .;P~ , ..... C0 -6 1- 5r9 ./ '" /' ",- tLT-30544 PROPERTY PAGE 1 OF 1 ,-~J 5 5 99045884 99048681 All of the following de.cribed tract lying North of the West~rly extension of the South lLne of North "A" Street, Beginning at a point on the North line of the A W Hammitt Donation Land Claim No, 38, Townshlp 17 South, Range 2 West of Willamette Herldlan, 10 51 chains East of the Northwest corner of said claim; thence South parallel to the West line of said claim 1216,76 feet, more or less to the North line of the right-of-way of the McKenzie Highway, thence South 89' 44' East along said highway 173 415 feet, thence North 1217.66 feet. more or less, to the North line of said claim No, 38; thence L'Iest 173.415 feet to the Plac.' of Beginning, in Lane County, Oregon, EXCEPTING THEREFROM a parcel beginning at a point being East 693.66 feet from the Northwest corner of the A,W, Hammitt Donation Land Claim No. 18, Township 17 South, Range 2 West of the Willamette Meridian; said point being on the North line of said Donatlon Land Claim; thence along the North Ilne East 173 42 feet; thence l~aving said North line South 753 55 feet; thence West 173 42 feet parallel to the said North line, thence North 753.55 feet to the Point of Beginning, in Lane County, Oregon. ~I ~natun~~;c)e Of~ ~ ~ ~ ~ ~......~ ~ ~ l'4l1?l bA ~ ~ ~ QtJ~ ~ Along With the agreement affecting the most Northerly 80 feet of the remaining property of the Grantor herein that sald Grantor hereby agrees to pay 1/2 of the cost for the Westerly exte~sion of North "A" Street should sald street ever be lmprov!d across the property as described herein, This restrlc~ion shall apply only co the Northerly 80 feet of the remaining propercy owned by said Grantor herein ..... '99 JUN 1 ~M10;54 jJ j;~, J:I SIdle of Oregon County 01 Lane - s> I 'It(:' Cf)l..nly C1cr:.t ,., 1"' J I, 1\(: )c)ld (,l.lUO'Y du h.ulIb)o <..<H tly IlId '.e..N 11.11 l'ISl'l..lll(,fH WcJ:>> rc....~lVeO ..r fl!..ord 31 Slale 01 Oregon County of Lane - 55 I the County Clerk '" and lor the si)ld c..ounty, do n~,((by c~rllly thai oht' Within IIUlrumfnl was '''cIIVed lor flcord al Reel 2555R R..I '99Hf'lV~lrM 1:1t: 2551R lone County Orr/CIAl Record. lone County Clerk I d"P C~U I'Y on K-'AL Rcco.J, Lane Coullty CIltlk By U.fJ ,,-/ .4...f1....y County Clerk By U.fJ 4 ~J?.y (ounly {.lerk ,~; l 1 it .l :;:; ;'.,' ~,~ . -3 II' ~.< 1 ,~ ~ l ~ .\t ','I: ~ ~ " j " $.i \~ 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone . City of Springfield Official Receipt Development Services Department Public Works Department RECEIPT #: 3200500000000000477 Date: 08/04/2005 3:00:09PM Payments: Type of Payment Check Paid By SPRINGFIELD-EUGENE HABITAT FOR HUMANITY Item Total: Check Number Authorization Received By Batch Number Number How Received tJ 100 I In Person Amount Due 500,00 $500.00 Job/Journal Number Description PRE2005-00052 CTY SubdIVISiOn TentatIve PIn Amount Paid $500 00 Payment Total: $500.00 8/4/2005 Page I of 1