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HomeMy WebLinkAboutApplication APPLICANT 3/23/2005 "'- 4. City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 Land Division Application, Type II \~t'4Y~~'~~ J. ~,1 /~.~ jiM': :~~~ri'fJ;:'j~lk1~...r:!:,},';;j$,~..\.. . .: .:....., !~.,;:.~,"~ t.:. ~, . ,~. . \ " :.... . . 1 . .. .~ . - . -. i '" ./. .' ;~\"rlplicaticin~:T~y'p"e','>::"'.,' ''',<:',;'/:'''' . (Applicant: check one) . ld .. ..1 .~j . \. . \ V. ~_, I.~ :. "}'. ',. ~'" < Subdivision Tentative: Partition Tentative: .,R~~~:~i:~:~~',ipr~j~~t' in'fQ(m.~ti'o,o.. ,', ." "(Applicant: con.plete thi~ section) , t\, F1.,,~}'<l;~"".IJi:'" 'I l: "~ "~ t", I . ,II ...~ ',' '. ~~. \ 0' . ,. " Applicant Name: Company: Address: Applicant's Rep.: Company: Address: , D jgJ Subdivision Replat Tentative: Partition Replat Tentative: o o T<. -r- I !" 1; Q '^' ~ h. 1-- J 0 l.z 1""\ p^ Phone: 76<t,-t, ?;? ( Fax: L/ <2> lo (., Y\.:.'",...4' ~\- Saf \J\ ~)\.)7 S ,~t-_., d Jol<. l~" n - 7Zt.-b'J2-j Phone: E:. l":=l, ,<: q 17 Fax: :"j IS Ie ~ -AA,.,: '" ~i ,~of- IJ "i' llicn '(;1'1' t V~~,.l'1 (~k(/.,.tl1) () .-1_ Property Owner: c:; ':' ':1"..... ( s: n~ Ij '-I n l, t.... to f.....- ~)lJ O'W\aA-l ([;:.1 Company: ( .... IJ f)1"'" 7 '" L{g, 6 ~ft'/~<J'" .;) T S JJ.F -. J Address: '- IU n Ill.... .L (..) x- ~. R 0 r ,,A 6 R 'l1LJ '? 7 ASSESSOR'S MAP NO:' \ 7 - ();J.. - "5A-~ \ Property Address: 4 9.L~ McM"- ~("u-* Size of Property: J . f> Lf Proposed Name'C)f Subdivision: Description of +.. d.I\J:lo.... e""L PropoNlI: EXist6ng Use: # of Lots/Parcels: - 7~C. -(, 7:2 f Phone: 7'111- 1707 Fax: . TAX LOT NOeS): ~i.)C 3D~ "': 3i) ':\ , Acres fig Square Feet 0 ,J/A l~jc:1 ~+- ~Ibb. ~ l~l l~. f2.u,.~k-t:- cJ ~ Avg. Lot/Parcel Size: 2((;,"2. sf Density: I.'s du/acre ',~. . ;:t}.r'f~,\t '\ '. ~.' ,l......~.1 ., ", . ~ t. " l. .' I' ,.'" ~I'k ~Hu'.{~,~",.:;,~.'~9'P~~'~'( 'Infp'rnla,~i.p~;f~7':' : (9!~Y ,Int!l~e.Staff: 5ofJJP,e~~~.'t~is.. ~ectiof!:). . Zoning: Applicable Refinement Plan: Location: Oty Limits 0 Associated AppUcations: K~b~~~ Pre-Submittal Case No.: PitS 2a:i:; -.m,.t; Case No.: Application Fee: _ Overlay District: . Plan Designation: Urban Growth Boundary 0 ef ~?AD 3- tt-o:;<. Date: 3/23/'OS" I / Reviewed by: (Initials) Reviewed by: (Initials) Total Fee: ~ Date: Postage Fee: ~6\j Lj Ie; loc; } 1060 .1t!VI '''' '''', ~ ---4. Steus in the Process: . ; i. ine Appiicani ;ubmiis a Pre-Submiiiai Meeiing Appiicaiion 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 workililg days of receiving the application. 2. AppliC-ant and the City conduct the Pre-Submittal Meeting We strongly encourage yo,u, 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-Submlttal- 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. A..i application without the Owner's signature will not be 8ccep~ed. ~ II U Case Number: J.6b<:) - G:(:)O 2;~ The undersigned'-atknowledg~s that the information in this application is correct and accurate for scheduling of the Pre-Submittal Meeting. Owner: ,7-.-; 2- q,-/e.- Signature / \ ( Llrw frL_- ) , U I j Date: jl OI\ct-t ~s - 0 b ~ . ..:..u fl I 1 Print ).) t >'l ~'" vi ( \J It_ \Ar_jL ...) " /' land Division Submittal Requirements Checlc:list *Tf "nl' f........1 :on i............. nn....~ nn" :onnl" nl....:o~.... ~..:o...... ..h.... r....:o~nn 'A,h" :onn :ot+:o,...h ..h.... ....vnl:on:o..inn "n ,a. I 7"".... ."""""'. UII 1\.""'111 uv......~ . IV\. \,,1"'''''7, t",......u..;J"'- ..;u..u""'--' '-11'- .""'.....JUII .."7 U'I"" "'\.11.'-1"-'1' ILl''''''' ""^t-"UI I........UI I '"''''' this form. ^I\A- 1. Application fee-refer to the Development Code Fee Schedule for the appropriate fee I" - c;:alculation formula. A copy of the fee schedule is available at the Development Services ~Department. The application fee and curre_nt .p,ostage fee 'i$. collected a~ ttle time of complete application submittal. N.;r- -r~~"'eJ. ....t' ~t\o.>- cT- ft~-s"""~""'~" YCOpy 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. ~ ~~ addi~ional ~opy of the Land Division Plan reduced to 81/2"x 11", which will be mailed as part of the required neighboring property notification packet. / ~ight-of-Way Approach Permit applicati~n must be proVided' where the property has frontage on an Oregon Department of Transportation (ODOT) facility. rJ )A--6. /7. 5. Stormwater Management System Study-four copies of the study with the completed Stormwater Seoplng Sheet attached. The plan, supporting calculations and documentatipn must be c~stent with the Engineering Design Standards and Procedures Manual. trlc. ~,M. VV' 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 aQd transport~tion policies ~d~jectives. \V\:-,,> (Cl.r+.. "\to.-... __"\ ~\ t\(..\ ~""':V"~ ~~~-:-C~ _ff~~ . Seven copies of the following plan sets for the 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 sufficienfto'.show detail of the plan and related data, such as 1" = 30', 1" = 501 or 1" = 100'), north arrow, and date of preparation. All plan sets must be folded to 8112" by 11" and bound by rubber bands for submittal. a. Site Assessment of Existing Conditions 5~ ( ffi Prepared by an Oregon'licensed Landscape Architect or Engineer ~ Vicinity Map g] 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 159- Required setbacks to the proposed new property lines for existing structures to remain on site ~ The 'name, location, dimensions, direction of flow and top of bank of all watercourses and -required riparian setback that are shown on the Water Quality Limited Watercourse Map on file In the Development Services Department '. ~ The 100-year floodplain and flood way boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision rn 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 III 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 D5hSoil types and water table information as mapped and specified in the Soils Survey of Llane 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 ,~ L ~ Prepared by an Oregon Licensed land Surveyor in accordance with ORS 92 181 Location of all existing and proposed easements g] 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 8. Location and type of existing ,and proposed street lighting ~ 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 'glLocation of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units and similar public facilities [29 Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways and bike trails 31. Location, size and type of plantings and street trees in any required' planter strip II 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, ~nd cable TV. Indicate the proposed connection points Phased Development Plan required if redivision Is proposed. The plan must include the boundaries and sequencing of each proposed redlvlslon. Any redlvlslon 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 ~ "'- ,p ";-~ -, J- \ IE Prep~red by an Oregon Licensed Civil Engineer ~ Planting plan prepared by an Oregon Licensed Landscape Architect where plants are proposed as part of the storm water management system fa Roof drainage patterns and discharge locations Bj Pervious and Impervious area drainage patterns 111 The size. and I~cation 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 drainageways to be retained 111 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) f5iJ Amount of proposed cut and fill *} " 8. Additional materials that may be required IT IS THE APPLICANT'S RESPONSIBILITY-TO DETERMINE IF ADDITIONAL STANDARDSI APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONSIDER UTILIZING EITHER THE DEVELOPMENT ISSUES OR THE PRE-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) . 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 :4 ~ are unstable soils and/or a high water table present ~ [I Where the development area is within an overlay 'district applicable, address the '", additional standards of the overlay district [I If five or more trees are proposed to be removed, a Tree Felling Permit as specified In J SDC Article 38 YJ A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property [J Any required federal or state permit must be submitted concurrently or evidence the permit application has been submitted for review I] 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 IJ Where applicable, any Discretionary Use, Variance or Modification of Provisions as speCified in SDC Article 10 or 11 ,c. PUBLIC WORKS DEPARTMENT / Engineering Division Phone: (541) 726-3753 Fax: (541) 736-1021 MARCH 5, 2004 REQUIRED STORMW A TER SCOPING SHEET USE POLICY: In October 2003, Springfield Public Work~ released a trml "storm water scoping sheet," provJded to help engineers and developers meet stormwater requirements in the Springfield Development Code (SDC) and Engineering Design Standards and Procedures Manual (EDSPM). After a five month trial period, it became apparent that users of the scoping sheet submitted much more complete apphcations than non-users. An added bonus was a decrea.'le in the overall review time spent on the applications, resulting in quicker notice of decisions, As a result of the benefits of the scoping sheets, the City has decided to make their use a mandatory process, As of April 12, 2004, the use of stormwater scoping sheets will be required for all applications which require development review, All applications submitted to the City shall provide four (4) copies of a completed storm water scoping sheet with the application packet. Attached with this letter is the late!>'! version of the scoping sheet, which reflee:ts changes requested by the development community, PLEASE NOTE: SUBMITTED APPLICATIONS WILL NOW BE REQUIRED TO SUBMIT A COMPLETED STORMW A TER SCOPING SHEET, STORMW A TER STUDY AND PLANS IN CONFORMANCE WITH THE SCOPE REQUIREMENTS DIRECTIONS FOR USING STORMW A TER SCOPING SHEETS ARE AS FOLLOWS: 1. Obtain scoping sheet from application packet, city website, or other location 2. Fill out project information (top half of front sheet) prior to commenccmcnt of ltork on stormltatcr study (note: do not sign scoping sheet until it is received from the City with requiremcnts checked). 3. Mail, fax, or email all pages to: City of Springfield, Public Works Dept., Attn: Matt Stouder 4. Rcceive co~plcted scoping sheet (filled out by the City) indicating minimum requiremcnts for a complete storm water study 5. Include four (4) copies of complete scoping sheet (signcd by cngineer at the bottom of page 2). stormwater study and plans that comply with the minimum required scope with submittal of application packet. The scoping sheet shall be included as an attachment, inside tbe front cover of the stormwater study. Stormwater scoping sheets can be found with all applICatLOn padrets (City website and the Public Works front counter) as well as on the PubliC Works webpage at either: www.ci.snringtield.or.uslPubworks/whatsnew.htm or under the link for "fill able forms" at www.ci.snrimdield.or.uslPubworks/Desil!n/start.htm Thank you in advance for working with the City ofSpringtield with this new process, Sincerely, Matt Stouder, EIT City of Springfield, Public Works/Engineering Email: mstouder@ci.springfield.or.us Phone: (541) 736-1035 Fax: (541) 736-1021 -.. .... "-.',.._- ,~~ jjj I " ...".. . .::;:i:jii::.::;.:::: .:::~: : ~.-';' .. ..~ '::~':'" .' . ,'" I'" '''I,''j PUBLIC WORKS DEPARTMENT / Engineering Division Fax: (541) 736-1021 STORMW A TER MANAGEMENT SYSTEM SCOPE OF WORK --- (Are" belm., thi... line filled out by Appliciiilt) --- (plea.'fe retllrn to Matt Stouder@ City ut Springfield Public Work... Engineering; FIIX # 716-1021~ Phone -# 716-10J5.) Project Name: Applicant: Assessors Parcel #: Date: Land Use(s): Phone #: Project Size (Acres): Fax #: Approx. Impervious Area: Email: Project Description (Include a copy of Assessor's map): Drainage Proposal (Public connection(s), discharge location(s), etc, Attach additional sheet(s) if necessary: Proposed Stormwater Best Management Practices: -{Area be/ow thi.~ tine filled out bv the ClIP and R.eturn.ed to the ArmlicantJ. - (A t 11 mlnil,wm, aH hoxes checked by the City on the front and hack of this, s.heet ...hall he suhmitted {or an application to be complete for submittal, although other requi"eillen15 may be necessary J Dramaile Study TvPe (EDSPM Section 4.03.2): (Note. UH mav be substituted for Rational Methodl o Small Site Study - (use Rational Method for calculation.c;) o Mid-Level Development Study - (use Unit Hydrograph Method for calculation.c;) o Full Drainage Development Study - (use Unit Hydrograph Method for calculations) EnviroD.mental Considerations: o Wellhead Zone: o Wetland/Riparian: o Soil Type: Downstream Analvsis: o N/A o Flow line for starting water surface elevation: o Design HGL to use for startmg water sw-face elevation: D Manhole/Junction to take analysis to: o Hillside Development: o Floodway/Floodplain: o Other Jw-isdictlOns: Return to Matt Stouder (/ij City ofSprineficld, cmail: mstoudcr(/ijci.sprineficld.or.us, FAX: (541) 736-1021 ;0 COMPLETE STUDY ITEMS I i'orOfficiaIUI>cOnly: t * Based upon the mformation provuled on the front of thl..'i sheet, the followmg represents a minimum of what is needed for an application to he complete for submittal with respect to drainage; however, thL'i IL'it should not he LL'ied in lieu of the Springfield Development Code (SDC) or the City's Engineering De<:ign Manllal Compliance with them requirements does not constitute site approval; Additional site specific information may he required Note' Upon scoping 'iheet submittal, enmre completed form has heen signed in the space provided beloW' Interim Design StandardsIWater Quality (EDSPM Chapter 3) Req'd NIA D D All non-bUIlding rooftop (NBR) impetvlous surfaces shall be pre-treated (e g multi-chambered catchbasin w/oil filtration medIa) for l.1:ormwater qualtty AddItionally, a minimum of 50% of the NBR impervIOus surface shall be treated by vegetated methods D 0 Where required, vegetattve stormwater deSIgn shall be consIstent WIth mtenm design standards (EDSPM Section 3,02), set forth by the Bureau of Environmental ServIces (BES) or Clean Water Services (CWS) D D For new NBR impervioul. area less than 15,000 squale feet, a simplified design approach may be followed as specified by the BES for vegetattve treatment o 0 Ifa storm water treatment swale is proposed, submit calculations/specifications for sizing, velocity, flow, SIde slopes, bottom slope, and seed mix consistent with either BES or CWS requIrements :J :J Water Quality calculations as required in Section 303 I of the EDSPM :J :J All building rooftop mounted equipment, or other fluid containing equipment located outside of the buildmg, shall be provided with secondary contamment or weather re~lIst.ant enclosure General Study Requirements (EDSPM Selrtion 4.03) o 0 Drainage study prepared by a Professional Civtl Engineer licensed in the state of Oregon D 0 A complete drainage study, a.'! required in EDSPM SectIOn 403.1, including a hydrological study map, o 0 Calculations showing system capacity for a 2-year storm event and overflow effects of a 25-year storm event o 0 The time of concentratIon (Tc) shall be determined using a 10 minute startttme for developed ba.'lins Review of Downstream System (EDSPM Section 4.03.4.C) o 0 A down.<ltream drainage analYMs as described in EDSPM Section 4 03.4 C On-site drainage shall be governed by the Oregon Plumbing Specialty Code (OPSC) o 0 ElevatJons of the HGL and flow lines for both city and prIvate systems where applicable Design of Storm Systems (EDSPM Section 4.04) o 0 Flow lines, slopes, rim elevations, pipe type and sizes clearly mdicated on the plan set. o 0 Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and pla.'itic pipe materials, or proper engineerlOg calculatIons shall be provided when less The cover shall be sufficient to support an 80,000 Ib load without failure of the pipe structure o 0 Manning's "n" value!. for pipes shall be consistent With Table 4-1 ofthe EDSP All storm pipes shall be designed to achieve a minimum velocity of three (3) feet per second at 05 pipe full ba.'ied on Table 4-1 as well OtherlMisc n o o n Existing and proposed contours.. located at one foot interval Include spot elevation.'! and site grades showmg how site drains o Private stormwater easement'i shall be clearly depil..ted on plans when private stormwater flows from one property to another o Drywells shall not receIve runoff from any surface w/o being treated by one or more BMPs, WIth the exceptIon of residential building rOOL'! (EDSP Section 3 03 4 A) AddItional provislon.'! apply to this a.'l required by the DEQ Refer to the website: www,deq I.tate,or ul./wq/I!roundwa/uichome,hcm for more information o Detention ponds shall be deSIgned to limit runoff to pre-development rates for the 2 through 25-year storm event'! o *Thi.<iform .<ihaJl be included a.<i an attachment, in,<iide thefront cover, of the .<itormwater ,'itudy * IMPORTANT: ENGINEER PLEASE READ BELOW AND SIGN! As the engineer of record, I hereby certify the abO\e required iterru; are complete and included WIth the submitted stormwatcr I.tudy and pIan set Signature: Date: City of Springfield Development Services Department 225 Fifth Street 'Springfield, OR 97477 541-725-3753 Phone 541-726-3689 Fax Pre-Submittal Meeting "I' Case Number Assigned: PRE2005-00025 Date Submitted: 3/23/2005 Proiect Name: ~ cS~ :Project Description: Pre-Submittal for 3 parcel partition (resubmittal of SUB2003-00053 on north side of Main Street, near 48th ~ Application Type: Job Address: Partition Tentative 4866 MAIN ST Assessor's & Tax Lot #: 1702324100300 -".~" \. , '''" ":;: 1~ ,i "M7ett~irD~tt(fI,~~:; , Tuesday; April5;}00~<'"'' Mee,tin~ Room:" ,,' ,,"615/616," Planner: ,", '", ""'~G )1)aiu", '. : i DISCLAIMER: ApplIcattons 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 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. 3/23/2005 321:26PM Pre-Submittal Meeting Development Services Department Room 615/616 PRE-SUBMITTAL MEETING DAT.E: Tuesday, April 5, 2005 L PRE-SUBl'vuTTAL MTG #PRE2005-00025 (part Tent) JOKINEN Assessor's Map: 17 -02-32-41 TL 300, 302, 303 Existing Use: Residential Address: 4866 Main Street Proposing to partition one lot into three parcels Meeting Date/Time: Tuesday, April 5, 2005 10:00 -11:00 615/616 Planner: Kitti Gale 2, PRE-SUBMITTAL MTG #PRE2005-00024(Sub Tent) CLINE Assessor's Map: 17-03-22-41 TL 5700 Existing Use: Residential Address: 2833 Game FaJ.ll1 Road Proposing to create a five-lot subdivision Meeting Date/Time: Tuesday, April 5, 2005 11:00 - noon 615/616 Planner: Sarah Summers . III III . 11\ ~ " , ... 0 )& ~ ... Cl . Q () \ CO C\I 0 - 0 Z /;~ 01 (It I I ,~~~~) ~/JJJ 0 <2: 0 a:: >- I- 500 16' sa' Z ::> 0 0 'i' Q 0 Ii e 0 III :I: t- OO V 'D' " ('.7 ...) "0 ~ McKENZIE 4U ,rr /~) ~,v/ I~..." r~'-" r ""T 11 - <! ; $ ~ .....0+." c.~..r;'.~ ..' 100' " 0' to4. .0,0' (,0 0' .,CIozr' 4'1.18' ~: 100. 217 211 ~ . ~. 219 218 IP 216. .~ )"'1 i n ' , 8 .i' ~ ~.., ~l ii 1B~I~"\~J~ :~l+~~ ~ ~ 1 19 k "/~\ r ~ ~.!""I"" ,,' \"1 .~. ,..,to,.' ~ foO 0 " loa o' lor;>.d II'" 110.&1 '_ v.. ,..",. q; 's" Oli.'~... ... .v.,;w Qi . !II"'" "'-,./ ~..\ . ,'I N,M'&+6Q'W._ Iquo' "!~ ,> vo" --",.,,,, il NOR TH II B" 51: ~'.'~";." ",",,0' 4.+0' '"' n' ~.lolo. 20 :a!- 21 22 23 ~ ~ ~~- , I ~ 1~ n . ~ ~ "t . 214 ~ . 212 213,~ s: o 21 0 .~ <> 211 C? ! il 14 ~ ~ 1 0 ~ @ 11 ~ 1 2 II' , 1 :5 ~ 10'" .~ . . 105,t ~; , , L ' ~1" ",I~ ~.~~o",:..oo.."." "'", '"" \,.,~..,,~ 0___ I,m '/.... -:--11' '0' f>,q ~ 209 Co f Not a. U..c\Cl&.1 Lo1". Se~ i '. ~ 302 Clo~ : 07 :J 0.63 AC, 01- o~-~" ,2 '", ,0'9 pf ~~f' ,,;; ~.., 4\' 8 ~ t: -", CD a i- 7 ~~ ~.~ i ~ _ M o5t : 1010.... 'Ito ~,. ~ ~ '(1) ~ SITE 'l!l .., eq''''''1I \'\1,...." ~ NORTH "A" _ 1: 1lo"''' N 89'44'00' '" \ o,~P~~:73;ITE i ~ ~ 800' 206 ~ ; - 1- 6 205 p ~ If' : tri, ... or' in 0- ., ~5 ,AA "n. , . N 99'44' '" , I 72,42' _ 800' 1, ....~_762l.---4l"'. \ 7b.l:l' -:: -29a- I:. \ 204 ~ 245 ~J., 0.17 AC, q ~ " :.r ~O, 17 AC~e ~ @ 's i; -.)0 ,- , ~ :02- v ~ 300 0,85 AC, ~ SITE 202 ". '0 201 . . o ' i ,'t ,,,, 'IIUl-- ~_ \ 111"- \itl U. S. 'L o 6 ~ ~) \ ~J.'\A'" . ",,' 11"...'" ,.. ,,",' .' .. ~HIGHWAY .s e, .. ..." , E CITY OF SPRINGFIELD 17-02-32-41 TL 300, 302, 303 SEE MAP 17 02 32 "~\"~..",L / ... III IUIJU.' III "I .11~~.,.i1il~ ,~i1lJ h .Ill.Llo..1 IIJW,jl BARGAIN AND SAlE DEED \!f'dlvldual or eor-al.1 ;r- -,--- -l I I BARGAIN AND SALE DEED KNOW ALL MEN BY THESE PRESENTS. That TERI L.~ lUGHN, hereinafter called grantor. for the consIderatIOn hereinafter stated, does hereby grant. bargain, sell and convey unWSPRlNGFIELD-EUGENE HABIT A T FOR HUMANITY heremafter called grantee, and unto grantee's heIrs, successors and assIgns all of that certain real property WIth the tenements. heredItaments and appurtenances thereunto belongmg or m anyw,se appertammg. situated In the County of Lane. State of Oregon, descrIbed asfollows. to-WIt As per attached bhibit "A" To Have and to Hold the same unto the saId grantee and grantee's heIrs. successors and asSIgns forever The true and actual conSIderatIon paldfor this transfer, stated m terms of dollars. IS $15,000.00 "However, the actual consIderatIOn COnsIStS of or mcludes olher property or value gIven or promIsed whIch IS the whole consIderatIon " In construing thIS deed and where the context so requITes, the smgular Includes the plural and all grammallcal changes shall be Implred to make the prOVISIOns hereof apply equally to corporatIOns and to indIVIduals In Wllness Whereoj the grantor has executed thIS Instrument thIS 26th day of June, 2000. if a corporate grantor, It has caused ItS name to be SIgned and seal affIXed by lis officers. duly authoT/zed thereto by order of Its board of dITectors 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 THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERlY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES AND TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRAcnCES AS DEFINED IN ORS 30 930 STATE OF OREGON. (SEAL) My commission '%plres 117f - ZdJO AlOwIi!iii'..Aili\''''''--I.II';.&.J TERl L. VAUGHN GRANTDR'S NAME AND ADDRESS ~ SPRlRGFlELD1EUGERE HABITAT lOR HO!IANlTY GRANTeE'S NAME AND ADDREBS Aftot_lng _ to Valley Wat EKrow 112 N 49th Street, P.O.Box 1055 Springfield. OR 97478 NAME, ADDRESS. ZIP ValU . w...l. req.atect aU ... n*........u 1M! leAl 10 ,IN (oil...... acfdtnL P. O. box 488 Springfield, OR :l.lUlDRESS,ZIP SU VItlon Form SDD050R R.. 0112<1197 ~ ;;Z/~/- TERI L, VAUGHN ~_....~_..,.....,...;;'~......':'~-~~ ~.'CW'- ; OFFICIAL SEAL , ANNA MAE MlllUORETTO : ~ NOTARY PUBLIC, OREGON I COMMISSION NO, 058915 ~."",--=-~,~~..)!J;~!,!JlJ.;.~ J DIVISION OF CHIEF DEPUTY CLERK LANE COUNTY DEEDS AND RECORDS 31.00 j ,,115.'.:..a,;. !b3t "~ 2000036830 RPR DEED 1 - 10,00 11,00 10,00 9:41:45 AM 06/28/2000 4 CASHIER 07 .V ...: 1 ~~ J~ () rYf I cl~ ~ ~q I\"r I i I G) " .. 10 MIlMNDA "YI Y1o/JLT i 13 ~ !ill" k' nn" .. 1~n8 I 12 _ __L--- ~ - COHHfX:tIOH 7 FtlIt LDI' 3 X4Q1JJ fS ~ :b. "482.2 lt ~---~::=./! ElQSlUQ"W~ 7=t~ _:~~.~ I FL OL~ ----yr / I' / I __"~_ ""","""""'" j ~--, ( ! - I I I 6 fS I I ~ I "<n4 ): 5 ~ ! ~ O'4"WLHt1T b.-.........ur ~'1 olt'lellf:1Cl( I.~ :t.. i 173 08 /1 ~ I I ~ I _ ,,'l:; / In. I PEDal"N.. - ......~..." POOIT1 I TO RDWH " L...J - FOR LDT 3 I Wi~ ~ I'fllISW. - __,__._.. PaHT I I ~ i; · 0 FtlIt uns , .. · I I Ii 0 ' I I . dd ~ - 3 I ~\'(jl I _ / '\ PARCEl.. 2 I I =- ( ....;\ \ ')~~6' :1=-"::-:;:: ! - N 89' 44' 00: W \ 17\07 ) -------------------------1 PARCEL 1 "-.s / I 10 17,30750 FT / !S:: I i ~ ,,-:ONED~ 0 E i I', ~ 2 ~ I o ~ [I I I -..:) I JU.J::.I UGHr de ~ I I e POWER POLE I ) \ EE8l~ T C<W. -- -0 J;~~p ! · -;;:.;,.;; ~ ~ ~ ~t,. ". ft \\'J ,~-\ - - t_ ~~",,-,.t --:;-:;;;;:;:~-----' I ~~ _ MAIN ~r=1 ~ . _ ~I --1--~4~1TAR"(-5EWER- -- -11-- -- -~l-- ~-1:A~~Qt~ ~I co 1 ! '"""""":::........ 1 i I I =-_=-_=.:.._-::__=_::'L1L~_=_=__=__=__=_=___=i._= _-= PARCEl.. 3 0.98 ACRES ZONED MDR III ~ '" "....2.4 "<nl ", <<! '" . ", 0 a, ---, b iM... z 0 0 ~ EX. """'" SQIDI lWlI<<U F1DW UN[ El.EVA11CN-48S. l;j ~ ~ CD ... '1RE ~ ~-~- ( ~' ""-~ I~ 13 BEAVER .;lil'\C.C.l 1 I~ 'CD ~ I'" ~ 1 ~ ~ n ~ "8"sr I ?J_I~ l ~ 11)/ i ~I , I I I I, ,/ > tJ MAIN STREET/HIGHWAY 126 ",I S, a..' ~I ",I .../ , V1CINTlY MAP NO SCALi:- , ",' S a.. ~, 01 "', BLUEBEll.E WAY T lnITA'l1VE lAND DMSION .It SITE A=<:.=IIIENT Of EXISIlNG CONDmONS OWNERS: TERI VAUGHN 4866 MAIN STREET Sf'RINGFlElD, OR 97478 .It HABITAT FOR HUIdANI1Y P,O, BOX 488 SPRlNGFlElD, OR 974n LOCATION. 17-02-32-41 1300, 302, '" 303 SURVEYOR. KRUSH AND ASSOCIATES 54 CENTt:NN1AL LOOP EUGENE. OREGON 97401 (541) 688-9211 UllunES POWER-S.U.B. WA1c:R-S.U B. SEWER-cITY OF SPRINGfIElD PliONE-QWEST GAS-NW NATURAL CAIll..E-AT.ltT 0A'lL MARCH 3, 2005 . ........... ...-...--. o.egont. ''''.'' '~r APPLICATION AND PERMIT TO OCCUl )R PERFORM OPERATIONS UPON A STATE HIGHWAY See Oregon Administrative Rule, Chapter 734, Divisio~..~5__ .. _.-J CLASS. 05~ GENERAL LOCATION - PURPOSE OF APPL\CA TION (TO CONSTRUCTJOPERA~~.AI~TAIN. O POLE TYPE MIN VERT CLEARANCE UNE HIGHWAY NAME AND ROU'II: NUMI:lt.K McKenzie Highway (126) HIGHWAY NUMBER COUNTY dURIED CABLE PIPE o LINE TYPE 015 20 = LANE BETWEEN OR NEAR LANDMARKS 1 TYPE 49th Street and 48th Street HWY. REFERENCE MAP DESIGNATED FREEWAY 81>-34-25 0 YES ~ NO APPLICANT NAME AND ADDRESS Steve Jokinen 4866 Main Street Springfield, OR 97478 IN U.S. FOREST D NON-COMMERCIAlFE $OEOAOMOUNT DYES ~ NO SIGN . MISCELLANEOUS OPERATIONS ANDIOR - ~ FACILITIES AS DESCRIBED BELOW BON'i5REQUIRED ncrct'lCliCE' AMOONT OF BOND !Zl YES 0 NO :~~66 $5,000,00 INSURANCE REQUIRED tw::rau:r4CE: SPEClAEO COMP. DATE 726-6721/ Cell 513-0417 IZl YES 0 NO ~~~ 219105 DETAIL LOCATION OF FACIUTY{For more space attach additional sheets) ENGINEERS ENGINEERS STA'rION TO STATION SIDE OF HW{ OR ANGLE OFCROSSlNG DISTANCE FROM CENTER OF PVMl' Rrw LINE BURIED CABLE OR PIPE SPAll DEPTHNERT. I SIZE AND KIND LENG' MILE MILE POINT TO POINT __ _ _ _ ____ _ _ _~4 ,- i 5_35 221 +62 North 33' 7' xxx xxx xx. I ! DEscRJPllON AND LOCATION OF NON-COMMERCIAL SIGNS OR MISCElLANEOUS OPERATIONS FACILITIES approach at above location, I Permit for removal of existing SPECIAL PROVISIONS (FOR MORE SPACE ATTACH ADDITIONAL SHEETS) TRAffiC CONTROL REQUIRED - OPEN CUTTING OF PAVED OR SURFACED AREAS ALLOWED? . IZl YES (OAR 734-55-026(6)) 0 NO . ~ YES (OAR 734-55-100121 0 NO (OAR 734-55-100(1) . AT LEAST 48 HOURS BEFORE BEGINNING WORK, THE APPlICANT OR HIS CONTRACTOR SHALL NOTIfY THE DISTRlCTr'.:."I/,SENTATlVE AT TELEPHONE NUMBER: 726-2552 OR FAX A COPY OF THIS PAGE TO THE DISTRICT OFFICe- AT:7-t6-=-25 79 - -- ------ SPECIFY 11ME AND DATE IN THE SPACE BELOW. - - -- -- - - ______n------- . A COPY OF THIS PERMIT AND ALL ATTACHMENTS SHALL BE AVAILABLE AT THE WORK AREA DURING CONSTRUCTION. . ORS 757.54 TO 757.671 REQUIRES EXCAVATORS TO LOCATE AND PROTECT ALL EXISTING UNDERGROUND U11UTIES, YOU MAY BE HaD uABLE FOR DAMAGES. CALL FOR UTILITY LOCATES. CALL BEFORE YOU DIG. 1-800-332-2344 -------~-- -----~--_.---~ - --------~------- - -------.------ -------- - - - -- -- --.---.- -. COMMENTS - ODOT USE ONLY PERMIT & PERMISSION FOR REMOVAL OF EXISTING APPROACH AND REPLACE WITH SIDEWALK WITHIN ODOT RIGHT OF WAY WORK TO INCLUDE SAW CUTTING GUTTER BAR AND CURB SEE REVERSE SIDE FOR GENERAL & SPECIAL PROVISIONS IF THE PROPOSED AWUt;Alj0i'.! WILL AFFECT THE LOCAL GOVERNMENT, THE APPLICANT SHALL ACQUIRE THE LOCAL GOVERNMENT OFFICIAL'S SIGNATURE BEFORE ACQUIRING THE DISTRICT MANAGER'S SIGNATURE. LOCAL GOVERNMENT10~ICIAL SIGNATURE TITLE X )//A APPLICAN I SIGNATURE APPLICATION DATE TITLE X /j, ).,J~J.--=- J. Jt - 219/04 ' e IN n~", When thls ,,):.~ is ,:,.,., lei "" the Department, lhe applicanlls subJeCt 10, accepIS snd awoves DISTRICT MANAGER OR REPRESENTATIVE thetam\ll and", ',.,'" lIS contalnle'and attaehed. and the tarmS of Oregon A,.. : ,,,', lIve Rules, Chspter 734, Dlvlslon 55. whld1 Ie by tI1ls reference made a part of this permlL X , DATE TELEPHONE 1?-(,,'G, APPROV AL 734-3457(5-03) MAIN OFFICE 1570 MOHAWK BLVD. . SPRINGFIELD, OR 97477 P,O. BOX 931 . SPRINGFIELD, o'R 97477 PHONE: 541,741,1981 FAX: 541.741.0619 BRANCH OFFICE 1509 WILLAMETTE ST. . EUGENE, OR 97401 P.O. BOX 10211 . EUGENE, OR 97440 PHONE: 541,687,9794 FAX: 541,687,0924 t. ~X~!gI~~}l PRELIMINARY TITLE REPORT February 7, 2005 ELT-47155 Krush & AssOcIates Estimated Premium for: 54 Centennial Loop PARTIAL BILLING $200,00 Eugene, Oregon 97401 Attn: Marv Krush ADDITIONAL CHAIN $100.00 Dear Marv: TOTAL $300,00 We are prepared to write Title Insurance covering the following described premises to-wit: SEE A TT ACHED Showing fee simple title as of January 28, 2005, at 8:00 a,m., vested in: 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,: including 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, including 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 R~cords 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 in Bargain and Sale Deed Recorded April 2, 2004, Reception No, 2004-023666, Lane County Oregon Deed Records. (Affects Parcell) 7. Private Irrevocable Joint-Use Storm Water, Utility and Maintenance Easement as contained in Deed Recorded Septerhber 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 contained in Deed Recorded September 16, 2004, Reception No, 2004-072452, Lane County Oregon Deed Records, (Affects Parcels 1 and 3) I 10, Deed of Trust, including the terms and provisions thereof, executed by G, Stephan Jokinen and Teri L. Jokinen, husl:land and wife, as Grantor(s), to Evergreen Land Title Company, as Trustee, for the benefit of Brandt Financial 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 of a Note for $14,747.17, (Affects a portion of Parcell) 11. Improvement Agreement and Application for Sewer Hookup, including the terms and provisions thereof, betw~'en G. Stephan Jokinen and Teri L. Jokinen, and the City of Springfield, by instrume~t 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 in full. (ParceI2) Taxes, Map No, 17-02-32-41-00303, Code 19-00, Account No, 1667060,2004-2005, $530,18, paid in fulL (Parcel 3) I CONTINUED ELT - 47155 Page 3 NOTE: A JUDGEMEN'f/LIEN SEARCH was done for the name(s) G, STEPHAN JOKINEN AND TERI L. JOKINEN, SPRINGFIELD-EUGENE HABITAT FOR HUMANITY, and as of January 28,2005, none were found, NOTE: As of January 28, 2005, there are no liens for the City of Springfield. Very truly yours, EVERGREEN LAND TITLE COMPANY HOME OFFICE By: Kimberly A. Ditl'efsen 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 of the following described tract lying South of the Westerly extension ofthe South line of North "A" Street: 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 Willamette Meridian, 10.51 chains East of the Northwest comer of said daim; 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 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 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 Willamette Meridian; said pomt 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: Beginning at a p~int on the North line of the A.W. Hammitt 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 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; theflce 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: Beginning at a point on the North line of the AW, Hammitt Donation Land Claim No, 38, Township 17 South, Range 2 West ofWillamette 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 South 890 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 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 AW, 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 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 following described property: All of the following described tract lying South of the Westerly extension of the South line of North "A" Street: Beginning at a point on the North line of the AW, Hammitt 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 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 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 beginning at a point being East 693.66 feet from the Northwest comer of the AW, 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 : . ELT - 47155 Page 3 of3 Legal Description PARCEL 3: continued... ALSO EXCEPTING THEREFROM: Beginning at a point on the North line of the A.W Hammitt 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 line of said Claim 1216.76 feet, more or less, to the North line of the right-of-way ofthe 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 \V;esterly 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. - ,- - 3:: 14 l/l ~'o ~ gV1 - " -r;; IT' 13 -:::.:.7 I.! ' l 1 ! \ i i . \ J I L II \, \ / Jl \, l..... ,./ ....~....':.:.,/ "" ~:.;....-" 211 ~ 210 ZlZ o 0 0 g ~ g ~ , 10 ~ 11 12 : , r.,S ~x '. 4+,'" Iq II- f.Da'.' ,~"" -",<,0'.0,,,,,,-- ,,," ''''''ro,.<o' 302 0.63 AC. ~ \ i ? A'l.." ~~ NORTH I~" ! ~ '''- c\.').. . eo o' .:. 206 __ 205 o - (Xl IT" ~ \ ~ N 89"44' 1,/ . 72.42' ~ 800' ..u~-"-76,2L'----"t" ~ 76.2l' ; ~ -ze3- I~ I 204 & - 245 gl. 0.17 AC. q :l " ~ gO. 17 AC~:~ g &5 -~~ ....... I~O ~..\ a:; 10 ~ 0 If, ~ 10 4 l/1.i. ~ ~ at' -t-_~5..:..0~'__--g J 76.2L' 76 21' 3~ N 89'44' \.I 152,42' 'oU 'i \\ l1'P '. ~t - O~--y-li\ en " ~ OJ ~ ~ '" 207 to '. 4'!. - <1" &; l~ rl - ~tt') \0 - 7 en - ~~ ~ t ...0"" '" ,~ I ~ (,... 4~ "l-':> I . '. \(\ N 9'1044'''' ... N 89'44'00' 'vi <l7342') ~ 303 0.31 AC. 6 o (Xl ~ " ~ ti 'f 300 0.85 AC, ^ U, ..0 If] (]\ (\J '" ~ ~~~ I: \ , , ~ \ 202 o <5 ~ 2 '0 c Gl ;'~9.31 ' '~ ) ~ Cl\ \1:1 H'G--fWAY ~ 1 \ ~liLl( (,,'\A,,-' J'I.J.f.I.- -UI.JJ.' ~",,' ........ ' 17;1.....;1.. ?l4l. .63' oS e9 044' E 121 ~. , l' o ~ D *7 ; ~ ~ f'~' '~ 'll 3d' / .ItlJJ.~ _ ~ '\ lMH 7'~ \~"- f.niJ#:L 1 /~~' \., I U. S. \L qI5S'",.. o '40" s.,,, 't0209 Qo'9 40:. 8 00 0 0 N r- o.JI "".... <r "t cr 5 l!.'!o 201 II'JJ.l o a- t-- ~ J'tl' ~f , 12; ~ ('0, ~ ~ , 6 ~ Jt/' t~ .:~ 12.( ~ r- 'I +- ~' I ()) ~~ ~ , ~ 0.. 5 ItI , ~ 00 12E ~ 4 a- ~ a- ;;: i ~ v'; r1i 10' '. ~ 1 12E ~J ., "b 00 , ~, ....: 3 eo' 12i ':l "" :.. ~ t 2 I ~ \ it) THIS A1AP:5 TO 1\));5r toeA TlNr:; P.~ ';PF'.~';y THErnA4".....1" -' . >, .. "-' Hi' hi ,;, A~,. U"'ii.'S r-;-) LI~IL'TY FOR fNACCURACL ,I' W e COURresy OF + f!V!/lG 1!,N LAND TIne co S 741.1981 " '~, 6.- I - 9 9 ,-JS:jj' JlErURN TO EVERGREEN lAND TITll Co. {v 10 ' G. STEVEN JOKINEN 4866 MAlN STREET SPRINGFIELD, OR Grantor'" N.uue ADd Address HAlIrCAT FOR HtlMANTI'Y 4866 MAL'l STREET SPlIDiGFIELD, OR GraDtft'S ~alQc and Addrt:S!t Afler recordlnll reLum to' EVERGREEN LAND TITLE CO, P.O, BOX 931 SPRJNGFlELD, OR 97477 lJlIlU a <lWl&e II requested. aU IU stalomoats.noll bo ..o! 10 lb. roUowloi adelres. SAME AS GRANTEE ~SQ!HAY.2t'99U04REC 10.00 ~~AY.21'99U04PFUND 10.00 ~!HAY.21'99ft04A&T FUND 20.00 99045884 99048681 TITLE NO EL T.30S44 ESCROW NO SP99.10271 TAX ACCT, r-.O, 129153 '1AP NO 1702324100300 ~~ZJUN.Ol'99ft04REC ~!ezJUN.Ol '99"04PFUND 10.00 10,00 ;:..1- /I- ~ WARRANTY DEED - STATUTORY FORM (L'l/DIVlDUAL OR CORPORA TIO~) KNOW ALL MEN BY 1 HESE PRESENTS, That G. STEVEN JOKINEN herernafter called grantor, for)ie omlderatlon herernafter stilled, to grantor paId by HABITAT FOR HlJMAJVITY hereinafter called gramee, does ereby granl. bargam, sell and convey UnlO the saId gramee and gralllee's lit/fl. successors and assigns, thlll cemun real property, WIth the tenements, heredItaments und appurtenances tfureulI/o belonglllg or appertmnmg, SItuated In the County of LANE 01/11 State of Oregon, descnbed as follows, to-wit: legal allacbed QU exhibit A ***THIS DOCUM.ENT BEING RE-RECORDED TO ADD AGHEE:-!ENT REGARDING PAYMENT OF FUTURE STREET IMPROVEMENTS** To Ha~e and to Jlold tile same unto the 'Old grOJ/tee UTul gralltee's heITs, >uccesson and assIgns for,.'er Alld SOld grantor hereby co~ellants to and WITh Said grantee and graTllee's heIrs. succes>ar> and amgm, Ihul gramor IS lawfully stlted ", fee >lmple of the abo~e granted premISes, free from all encumbrOJ/ce> except Subject to any und all ea>ements, restncllons and co~enunts of record and thlll grantor 11'/1/ warrant and forever defend the saul premises and every part and parcel tilereof agalllst the lawful c/aims and demQl/ds of all persolls whomsoever, ercept those cfmmlng under rhe abo~e described encumbrances The troe and actual conslderllllon paldfor thIS transler, stilled In terms of dollars, IS $15,00000, .~. J ........... I -, cr~~~ f)(J:II,JSH-c!.... :;7tllllJer1J~~:.;. tJh/~I;,"j-'" "..:tte-give,. e.ll jlHIIIIUerJ-WhttlH5-(lAe. Illhsk..;....I..;'\,'I.} ,.~fltle.atl~n (iRdktltHWIICht. (The sentence belween tile symbols., If not applicable sho/lld be deleled. See ORS 93,030,) In construing tlrls deed and where Ihe contert so requITes, the smgular Includes the plural and all gramTlUlllcal cllal/g., shall be Imphed to 11IQke Ihe pro~Isjons hereof apply equally 10 corporaJions OJ/d to indIVIduals M ~ltneSJ Whereof, Ihe grantor has execuled thIS IIIstrument tIllS (_ ~ day of a ':I, _ 19 . If a corporaJe grantor, II has caused Ils name to be SIgned and >eal dffu:ed by IlS officers, duly aut omed tllerelO by or. e of Its board of wrectors. 1 HJ~ ~STltUMENT l"ILL :-'01 ALLOW USh OF TIlE PROPERTY DESCRIBED 1'1 TIllS L'ISTRUI>IEr-."r IN VIOLA I 10'1 OP APPUC,\8LL LA.'"D USE LAWS AND REGLLA TIONS BEFORE SIGNU<oG OR ACCEPTU,G THIS Il'<STRlJMEN r, THE PERSO" A<..QUIRINC FE-I:. J I J LI:. TO TIlE PROPERl Y SHOULD CIIECK Willi TIn. APPROPRIATE CITY OR COL'NTY PLANM)';G DEPARHIE'ITTO VERIFY AI'I'ROVED VSI:.~ AND TO DETER/wVN1 ANY LIMITS ON LAWSUITS AGAINST ~'ARMINC ON ~'ORES r PRACTICt.~ AS DEFlNEU U<o UR!> 30 930 .b _Jb.l_ 1 t ~ u.~V'Jb~ ~T^TE OF OREGON. COt.'NTY OF -L&J V )ss TillS l\S1RllMENT WAS ACKNOWLWGED BEFORE ME 0/\ 0-:;),,/ ,19$ BY G ;.(l~)- D ~ h h ./1_ Myconunbsloo explru ~ 1.1L/'21'r23 ~NO~ Uc~rOn~o ~ TEVEN JOKIM.' Ii IL- -:p?- 'r~ <f ~ ,. 6-- I - ~ ./ '/ ,.. LJSS tLT-30544 PROPERTY PAGE 1 OF 1 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 11ne of the A.W Hammitt Donation Land Claim No, 38, Townshlp 17 South. Range 2 West of Willamette Heridlan, 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 173.4l5 feet, thence North 1217.66 feet. more or less, to the North line of said claim No, 38: thence liest 173,415 feet to the Plac" of Beginning, in Lane County. Oregon. EXCEPTING THEREFROM a parcel beginning at a point belng 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 line East 173 42 feet: thence l~aving said North line South 753 55 feetl 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 1H{Pt+ll~~~;tr)e Of~ ~ ~ ~ ~ ~,~ ~ ~ l'4-)\Il !J.lt.~~~~ 3...."..,,olCI;/e Along with the agreement affecting the most Northerly 80 feet of the remaining property of the Grantor herein that sa~d Grantor hereby agrees to pay 1/2 of the cost for the Westerly exte~sion of North "A" Street should sald street ever be lmprovld across the property as described herein. This restric~ion shall apply only to the Northerly 80 feet of the remaining property owned by said Grantor herein, Slale of Oregon County of Lane - ss, , .. the Counly Clerk In and lor (h~ $l)ld Counly do h~f(tby ce-rllry lhat 'h~ WIthin IIUU"Unlfnl !"I,/dS rtcetvtd for H.tord at jJ j;~, J:I St"le of Oregon County of lane - s. I ,"~ C"...nIY Clcr~ 1"1 ~l J I, I H. Sbtd tOUll'Y uv hltr~l>)o I,.(lr lly IILl.,!l ,e oN 11.1 I I'l51'\..Ill<:rll wa:.. Jt....t:lVE:>U O' rt!~ord lH '99 JUN 1 HM10:54 '99HAY 21 PM l:H; 2551R Reel 2555R Rt"td I..p c..~u,I'y on 1C1^L Rcco'~' Lane County C1.,k Lane Counly OFfiCIAL Record. Lone County Clerk U.J7 ,,-/ .4.,kl...y Counly Clerk UJl.rl..d...f ,.JI By tounly Oerk By l~,; , 1 'I ,- , (< ' .$ ,. f\1.' :'~ ' ::,;a ~. 7 ~. J l ~ I~' t,'ll " @ " I " '1 'r": " ;~ ~ ~~ DE~~ ! "". ~ Q. T; ~ ~o "'tvsPo~~~ INTEROFFICE MEMO TECHNICAL SERVICES BRANCH Geo/Hydro Section Office Phone: (503) 986-2713 Fax Phone: (503) 986-5817 , . August 5, 2004 FROM: Lynn S. Stuckrath Region 2, District 5 Permit Specialist Luis F, Rivas. P.E. Hydraulic Design Engineer File Code TO: SUBJECT: VaughnlHabitat for Humanity Partition (Springfield, Oregon) Permit Review I have reviewed the infiltration pond and overflow pipe sizing design calculations for the Vaughn/Habitat for Humanity Partition (4866 Main Street, Springfield, Oregon) dated May 17, 2004. The information submitted has been reviewed for compliance with OOOT's design criteria and guidelines for storm water detention and water quality. No other jurisdictional requirements or aspects of this project have been reviewed by the ODOT Hydraulics Unit. The submittal properly addresses storm water detention and water quality, cc: Hydraulics Project File C:\WINDOW5\Temporary Internet Files\OLK11\Vaughn,doc PERMIT NUMBER GENERAL LOCATION APPLICATION AND PERMIT TO occur-- OR t'l;;riFORM OPERATIONS UPON A STATE h,,,,HWAY I See Oregon AdminIstrative Rule, Chapter 734, DIvIsion 55 I CLASS 051 KEY# -- -- PURPOSE OF APPLICATION ITO CONSTRUCT/OPERA TE/MAINT AIN} O POLE TYPE I MIN VERT CLEARANCE LINE N/A N/A HIGHWAY NAME AND ROUTE NUMBER MCKENZIE HIGHWAY (126) _ HIGHWAY NUMBER COUNTY 015 20 = LANE BETWEEN OR NEAR LANDMARKS dURIED CABLE TYPE N/A TYPE 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 STORM WATER IN U S FOREST FEE AMOUNT O fVl 0 ~~~COMMERCIAL $0 00 YES ~j NO MISCELLANEOUS OPERATIONS AND/OR [Z] FACILITIES AS DESCRIBED BELOW BOND REQUIRED REFERENCE AMOUNT OF BOND DYES IZJ NO ~:~~34-55 $0.00 HYDRAULIC STUDY PROVIDED BY: BRANCH ENGINEERING INSURANCE REQUIRED REFERENCE SPECIFIED CaMP. DATE 310 5th STREET, SPRINGFIELD, OREGON 97477 (541) 746-0637 ,lZl YES 0 NO ~:5~1~34-55 12/01/2005 DETAIL LOCATION OF FACILlTY(For more space attach additional sheets) IV] PIPE ~ LINE MILE MILE ENGINEERS ENGINEERS SIDE OF HWY OR DISTANCE FROM BURIED CABLE OR PIPE SPAN POINT TO POINT STATION TO STATION ANGLE OFCROSSING CENTER OF PVMl R/W LINE DEPTHIVERT SIZE AND KIND LENGTH 541 224+94 NORTH 34'-0" 6'-0" SEE CON~nRUCTION l)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 rOAR 734-55-025(611 lZl NO . 0 YES rOAR 734-55-100121 lZl NO (OAR 734-55-100(1) . AT LEAST 48 HOURS BEFORE BEGINNING WORK, THE APPLICANT OR HIS CONTRACTOR SHALL NOTIFY THE DISTRICT ncrnfSENTATlVE AT TELEPHONE NUMBER (541) 726-2552 OR FAX A COPY OF THIS PAGE TO THE DISTRICT OFfICE AT."-[541 )-'r26-257-g 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 157.571 REQUIRES EXCAVATORS TO LOCATE AND PROTECT ALL EXISTING UNDERGROUND UTILITIES. YOU MAY BE HELD LIABLE FOR DAMAGES. CALL FOR UTILITY LOCATES CALL BEFORE YOU DIG. 1-800-332-2344 COMMENTS. ODOT USE ONLY PERMIT & PERMISSION FOR STORM WATER DETENTION 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 SEE REVl-::RSl: SiDE FOR GENFlt'ML & SPECIAL PROVISIONS IF THE PROPOSED APPLICATION WILL AFFECT THE L-OCAC-GcfVERNMENT, THE APPLICANT SHALL ACQUIRE THE LOCAL GOVERNMENT OFFICIAL'S SIGNATURE BEFORE ACQUIRING THE DISTRICT MANAGER'S SIGNATURE ~ ------ - - - - ~ LOCAL GOVERNMENT OFFICIAL SIGNATURE TITLE X A/f 4 APPLICANT SIG.NAT~RE X ./J)AL/t When thIS eppi,c!'atlon Idpproved by the Depertment, the appltcent IS subJect to, accepts and epproves DISTRICT MANAGER OR REPRESENTATIVE the terms end prOVISIonS contelned and altechad end the terms of Oregon Adm,n'81rat,ve Rules, Chapter 734, D,vlBton 55, which IS by thIS reference made e pert of thIS permIt I DATE APPLICATION DATE TITLE TElE-PHONE NO. 11/04/2004 PROPERTY OWNER 7zt.-/.:. '24.( APPROVAL DATE 734-3457(5-03) D M'.~ t: x n~ " 4,'3 8" <:JoLl ,qOb '. .~ I Branch Engineering J Inc. May 18, 2004 31 0 5th Street Springfield. Oregon 97477 (541) 746-0637 Fax (541) 746-0389 '\ Vaughn Habitat for Humanity 4866 Main St. Spnngfleld, OR 97478 Project Number 03-285 Statement Number 3 Please remIt the TOTAL AMOUNT stated below for the following service(s): Amount 4866 MAIN STREET, SPRINGF~ELD, OREGON STORMWA TER CALCULATIONS Request payment for services 2/1/04 through 5/17/04 Pond sizing design Stormwater evaluation & calculations ". . Total Current Charges Outstanding Balance 3/19/04 Subtotal TOTAL AMOUNT DUE Due and payable within 30 days. 1,5% per month charged on accounts past due, $ 848.25 $ 194.12 $ $1.042.37 " CIVIL STRUCTURAL TRANSPORTATION SURVEYING /' "..,J ".,. .'", .......,", ,,~....,". ... " ." . ".~ I I I I I I I "" rROPOSED 7' P.U E. I I l() I (X) ; I ~ ~- <b 14"WAl::NUT V I I I I 1 ,1/( Ii' I%, il~',---- ----- ~r': I ~~, I ; 'I in !I I ~ i ,I .=>~_ ~al> -- 8"HEMLOCK . ~ ~I.' -C? , t~~\..~ o (/) . w a... _ ' 1.0 1 ~::i r ",t.:) D o I ,~ =! a: RESSURE- '1- ~ - _!I 1 '. I ~;.. l() .NE' ; -~ . _~I o 1.=__ : ~ : I ~.....L _._~______ (X) I .L-L-\" , :, ~ . ":! ! ..... 1\ . 0.. I - . , . ,./ . : ~ - ....... -PROPOSEQ 1..2:= '0 ;. I' . ' - . - ?--;::-+-= - .~ :.sTORM SEWffi- . 4_, I . I ' - ' ...!. '\\ J. '.. I z C ~:- \ : t. I f -,01 j ,~ . \ \ : 0'-- ; N d ~ j 10 . (/)1 i' l() . . , " \ : . ...J en 'OJ /' 0 PROPOSED 3' i'~ . ., .., . ; ~100 '.0 I PRIVATE STORM : I.... . : 0 0::'" ~ IN. I SEWER EASElo!ENT m ,~ i 'p" ~r \ I ; ~ ~O' I ,..... '-f(>,txrr' :r'\Pt'2) (;/'i I , . . , ' " u "CO -N 0 ~\M= 1410.5"" .. I . " . PROPOSED 4- Nr .. ullA 0 ~ ~'I . . . ROOF DRA~ . I I I'Z.: fL",cno . . P / :,1 ~/ J II ",ROPOSED ",-\ 'I I ! , . I . \ / 1 7' P.U.E, : .~~ IZ'S'1W\./', \sL=-AS.DOcrllF1-_- It- :;1 OL--------- 'J' N 89. 44' 00" W\17\07 ,fJ r--------- :; ,I" I PARCEL 1 ~ ~ ~~Q) I I I,: '{.' 0 I 17.307 SQ. FT. ~ /.l -~C? 01 I' i;. . ~ I ZONED C.C. \ ~ ,..~" ~ ,14 P.U.E. II ,0 I 0 -----0-. <i ~ 0 YGj 0 I !; ~ . I ~ I 7"HOLLY 8"HOLLY ~ ~ 7"HOLLY ~ "' " I 20'X30' EASEMENT \ ';;i\ I. : I FOR QWEST . ~ I-I oJ STREET LIGHT & ~: ~O'S,.U~ (~,~\p(.) \ \ ~ :: POWER POLE ~,fEE ~l 7 CONC. WALK . 0 I I COVERED ":'I~ --~,.------- --\- ---..1- 1101 BUS STOP I ", 9 I UI ".1\ "N 89./44' 00'1 W 173.06 VI t "1\ ' I ',--"":" '- ---, - -" - . :A- STREET ,,",-- -S--SAIlb PROPOSED 5' PRIVATE JOINT- USE UTILITY EASEMENT GRAVITY FLOW SAN, SEWEr: l~ ::> a: 12"WALNUT o w 'Pr&o~ z,'t6,l >>'-'~Y\\\ ~M: Cf1't .y... , n.-F,- ,...: '1''-(. '0..,......,.:: ""'.1. 7' P.U.E. l . , .~ 1 -42'=-O,D.O.T~srM~~J I I STORM MANHOLE 10" FL (N)=486,4 42" FL EL.=483.59 I I j J i i I . '---- -8" WATER I CATCH BASIN I IE "" 488.00--.J MAIN ~ I t(t.t.1 24"-SANITARY-SEWER- . POWER POLE ~ o a::: -0'- o (X) o ......... <( . 0- to to 1O.':l\03-'R~ \I~lInhn\n'\..?A..r:; ..."hihit tfwn !\J1?12004 11 1407 AM ~ ,I, o/i7 ~\o~wlUE\t. ~\Gtt.J F6~ ~~\ V~U(QH-~ ~~--n'1"\bJ~ = ~X LO\~ 17-O~-~1.-'i \ ~bQ 30' 30 1... ~,.J ~ 11~~ \IN- ~ i GIW'IIC SCAU: 20 _~ ~- M.~ \..( \ 7, ~o 0 ..., 6" OPEN GRADED QUARRY ROCK, APPROX. 18" THICK TOP OF SWALE ELEV=492.0 TYPICAL CROSS-SECTION Sl'ORJI WATER 'III'ILTRATION ~GRAssY..;SJ(ALE.;:ABBA i' NOT TO'SCALE ~'~€:::BoTT'DW\.""OI=-~"1>owo 6.AA\..~ Br: ~-;1=~1\"'- _.CAWSTlb.Jc."Ua~ EQv,f>Mt:..sr'h,: t'\NoW\V~ T\"'~U'iZE' OF AN'c. '.m.vt'prM.i'e...rr IN 1lo\r 'PCt-IO S\o\Au- lIE 10 'PS'}. 40 l BRANCH ENGINEERING 310 5th 0 I MCt: I SPRINaFlELD, OR 97477 (541) 746-0637 . Fe,b ..16 27 03:21p Jri Jokinen 02/13/2004 13:37 54174&7163 PSI )726-6721 p.2 PN:E. 02 :3/'7 Fobruary 10,2004 ['0.;_':": 72Z~7-1 MIS. Ten Jokinen 4866 Main Street Springfield, OR. 97478 Subject: Paco1aUll8lt11C D . ,.. '" ;",.lioD Report 4866 Main SIrcel Springfield. 0Jq0a Dear Mr9. J.I .~. ~" We ate pleasedm" ~,_,i1heftSQba oieoarF ...,i...>>u Rate D...-"..,~,. tiorltatiq .,,,, ~"".1iIldan.Fi~~"iil",,;1 10,2004 at 4866 Mam SUect m SpriDgficId. On:s:m. Tbc: Percolatioa Tat IocatiaD WIS sdecIed by our dieDt. 'the PetCO)atlOtIRate was dd\:..~ m &Q:G ,1-_n wjlli the IC1llg Couaty, WI5Idng108 Sur.fm: Water nap Manual. Tllble oCPertoladon Raca 3 112' bg ViIGl Soil O-~ Red-BrowD Oayey GmIet Mtb CobbIca (bar-nISI) ......... ~..te ~adaIJacb) Test PIt Test Lacatic n Tm Elevation IS' S.SO' EofSE comer ofbo1; sc 2 murflllCh .Note: , t. No biBh wiDtIlr I " .to,,, lnds wen: indicated in the .bow tUted pen:olaUOD hole. 2. No ground II '..... was eKOl11ttcred in the above listed pcn:oIaIiOll Jiote 113 % feet below cxistia& grade. 3, bg "" Below Grade Jfyou hllVIIUl.Y 4UeshOl1! or need additllma.t in::""" ",..ion please caU Ray JJiperd It 746-9649, ll-r __tlully Sobmltted, PROFESSION.<< SERVICE INDUSTRIES,INC, b~Laip Department MaIIaF ProflIssIonal SarvIce InduIlnII. Ro. 10400\ !t...."SI..Sprlnglleld. OIl 'i1m. PIlclna $C1J)'*9&$9.fllX541"*TtG3 '" :' XP-UDD2000 Version 7.55 COpynghl (e) XP Sollwar. Pond PO~D ~\t.~ Zc;:--~)Z... S1O~ Outflow I I I I I I ~ Outlet 25.Year Stonn Vaughn/Habitat for Humanity licenced To Branch Englneenng [66-750-0285] 05/17104 Page 1/1 '1/17 '- , , .... ~' ~ ~ { ~ .'< ~\~~\ :; " ?o~ ~1',J Z-s:-. ~ Il- c;~ ~1(1 Input F~le : C:\SWMM F~les\03-285\~nf~ltrat~on.XP Current D~rectory: C.\XPS\XP-UDD-1 Executable Name: C:\XPS\XP-UDD-1\swmmengw exe Read 0 l~ne(s) and found 0 ~tems(s) from your cfg f~le. *===============================================* XP-SWMM2000 I Storm Water Management Model 1 I Vers~on 7.51 1 1===============================================1 I Developed by I 1=============================================== XP Software Inc. and Pty. Ltd. Based on the U.S. EPA Storm Water Management Model Vers~on 4 40 Or~g~nally Developed by Metcalf & Eddy, Inc. Un~vers~ty of Flor~da Camp Dresser & McKee Inc. September 1970 EPA-SWMM ~s ma~nta~ned by Oregon State Un~vers~ty Camp Dresser & McKee Inc. ===============================================1 XP Software OCtober, 2000 1 Data F~le Vers~on ---> 9.0 I *===~====================================~======* Vaughn/Hab~tat for Human~ty Proposed Cond~t~ons 25-Year Storm ######################,#,#,#######,### # Ra~nfall ~nput summary from Runoff , ########################,##,###,###### Total ra~nfall for gage # 1 ~s 4. 8000 ~nches <:!E- 25 - '1 ~ "l. '1. \-\ ~ ~ ~'-'- P'l.(7I ~ ######################11#1###11111#1#111####1####1# # Table R1, SUB CAT C H MEN T D A T A # # PhYHcal Hydrology Data # #############################1"#######1########### Subcatchment Number Name ---=-=--------- 8o'/. I ""?t::~V:~ ;o~d;~----- -z..o~_ PE~ IJ - 2 Pond#2 Channel or ~nlet W~dth ft Area ac Per- cent Slope "n" Imperv ft/ft Imprv Deprs Deprs prcnt -s~on -s~on Zero Un" Storge Strge Deten Perv Imprv Perv -t~on ====== ===== ~---- ===== ---~ ===== ==--== Pond Pond 50.000 100 00 1. 5000 38000 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 i. 88 f-taZ-fs -ro-:-A \... ############################################################################################ # Table R2. SUBCATCHMENT DATA # # Inf~ltrat~on Data # # Inhltrat~on Type Infl f/1 Infl #2 Infl #3 Infl #4 # # SCS -> Comp CN T~me Conc Shape Factor Depth or Fract~on # # SBUH -> Comp CN T~me Conc N/A N/A f/ # Green Ampt -> Suct~on Hydr Cond In~t~al MD N/A f/ # Horton -> Max Rate M~n Rate Decay Rate (l/sec) N/A # # Proport~onal -> Constant N/A N/A N/A # it In~t1al/Cont Loss -> In~t~al Cont~nulng N/A N/A 1/ # In~t~al/Proport~onal-> InIt~a1 Constant N/A N/A f/ # Laurenson paramters -> B Value PerVIOUS "n" ImpervIous Cont Exponent # f/f/itf/f/#####f/######f/f/#############################it###it####################it#############f/#### Subcatchment Number Name Infl f/ 1 Infl # 2 Infl # 3 Infl # 4 ==============:::: 1 Pond#1 2 Pond#2 98 0 69,0 0.167 0.167 'PO~D Pc~l~"'; Z~-"t1L ~fl.W\ (,~1 0.000 0.200 0.000 0.200 #####################################i###################### # Table R3. SUBCATCHMENT DATA # # Ra~nfa1l and Inf~ltrat~on Database Names # ##############i############################################# Subeatehment Gage Infltrn Rout~ng Ra~nfall Database Inhltrat~on Database Number Name No Type Type Name Name =============== =========== ----------------- ================ ----------------- 1 Pond#l 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 #####i################################i########### # Table R9, Summary Stat~st~es for Subeatehments # ######i#i######################################### Note: Total Runoff Depth ~neludes perv~ous & ~mperv~ous area Perv~ous and Imperv~ous Runoff Depth ~s only the runoff from those two areas, Subeatehment."."...,. Pond#l Area (acres),."",.." Percent Imperv~ous,',.. Total Ra~nfall (~n) .,., Max Intensity (~n/hr)., Perv~ous Area Total Runoff Depth (~n) Total Losses (~n) .,.... Rema~n~ng Depth (~n) '" Peak Runoff Rate (efs). Total Imperv~ous Area Total Runoff Depth (~n) 4.54282 Peak Runoff Rate (efs). 1,89106 Imperv~ous Area w~th depress~on storage Total Runoff Depth (~n) 0.00000 Peak Runoff Rate (efs). 0,00000 Imperv~ous Area w~thout depress~on storage Total Runoff Depth (~n) 0,00000 Peak Runoff Rate (efs). 0,00000 Total Area Total Runoff Depth (~n) Peak Runoff Rate (efs). Unit Runoff (~n/hr) .... 1,50000 100.00000 4,80000 1. 55520 0.00000 0.00000 0.00000 0.00000 4.54282 1.89106 1.26071 ===> Runoff s~mulat~on ended normally. pond#2 0.38000 0,00000 4.80000 1. 55520 1.79904 3.00096 o 00000 0.15213 0.00000 0.00000 0.00000 0.00000 0.00000 0,00000 1 79904 0.15213 0,40034 ##############iii###########################i########## # Entry made to the HYDRAULIC Layer(Bloek) of SWMM # # Last Updated Oetober,2000 by XP Software # Vaughn/Hab~tat for Human~ty 25-Year Storm Pond Pr~nted output for the follow~ng 1 Junet~ons =================================~=================== Input Informat~on from Internal Rat~ng Curve Inf~ltrate =================================~=================== Po~nt Data Data Data Data No, Column Column Column Column # 1 # 2 # 3 # 4 ------- --------- 1 0,000 0,000 0.400 0.000 2 0.500 0.000 0.550 0.000 3 3.000 0.000 0.750 0.000 II' l' 'POtJ-D I tJFI/...-rt2A-11 0 ~ 1Q.<r€ f/JPtTt;/Z- su~':;JkJ(' cFS D'EPTlt (F-r J 'Po we .D~s",...,;> Zc;-lt~ <;"1"611M 7/{1 *===~==============================================* Table El - Condu~t Data *==================================================* Trapezo1d Inp Condu1t Length Condu1t Area Mann1ng Max Ihdth Depth S1de Num Name (ft) Class (ft^2) Coef (ft) (ft) Slopes ---- ------- ------- -------- ------- ------- --------- ------- 1 Inf1ltrate 300.00 Closd Cnd 0.00 0.01400 3 00 3.00 Total length of all condu1ts ... . 300.0000 feet *===========~=======================================* Table E3a - Junct10n Data *===================================================* Inp Junct10n Ground Crown Invert Q1nst In1t1al Num Name Elevat10n Elevat10n Elevat10n cfs 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 Junct10n Data *====================================~=====* MAXIMUM OR STORAGE JUNCTION JUNCTION CONSTANT SURFACE NUMBER OR NAME TYPE AREA (FT2) Pond Stage/Area 2700 7200 PEAK OR CROWN DEPTH CONSTANT VOLUME ELEVATION STARTS (CUBIC FEET) (FT) FROM --------------- --------- ----------- 6715.3702 492,0000 Node Invert *=====~=========================~==* Var1able storage data for node IPond *=====~============================* Data Elevat10n Depth Area Volume P01nt ft ft ft^2 ft^3 --------- --------- 1 489,0000 0.0000 1437,4800 0.0000 2 489.5000 0.5000 2003.7600 856.4006 3 492,0000 3 0000 2700.7200 6715.3702 It' 'POND A~Pr X 12. 1I1H'e.. = It\) H ,-lAA'TlO ,v 'RffiC *=============~==================================* FREE OUTFALL DATA (DATA GROUP II) BOUNDARY CONDITION ON DATA GROUP J1 *===========~=========================:==========* Outfall at Junct1on""Outlet has boundary cond1t1on number.,. 1 * ================================================ * INTERNAL CONNECTIVITY INFORMATION *================================================* CONDUIT JUNCTION JUNCTION FREE It 1 Outlet BOUNDARY *===================================================* Boundary Cond1t1on Informat1on Data Groups J1-J4 *===================================================* Be NUMBER,. 1 Control water surface elevat10n 13 . 0.00 feet. 'YONC> ?~>,~,.; Z. '5"" 4'4. c;"iO~ g~1 *===============~=======================================* T ~ m e H ~ s tor y o f the H, G. L. ( feet) I *===============~=======================================* Max Ground Elevat~on: 492.00 T~me Max Crown Elevat~on: 492.00 Junct~on:Pond Hr:Mn:Sc Elevat~on Depth ToU 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 o 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 o 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 0.4000 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 0.0000 1437.4838 1437.4838 0.0048 0,2158 0.4000 3 10 0 489,0000 0.0000 1437,4838 1437.4838 0.0048 0.2233 0,4000 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 3 40 0 489.0000 0.0000 1437.4838 1437 4838 0.0048 0.2343 0.4000 3 50 0 489.0000 0.0000 1437.4838 1437,4838 0.0048 0.2595 0.4000 4 0 0 489,0000 0,0000 1437.4838 1437,4838 0.0048 0,2727 0,4000 4 10 0 489,0000 0.0000 1437.4838 1437.4838 0.0048 0,2789 0,4000 4 20 0 489,0000 0,0000 1437.4838 1437.4838 0.0048 0.2823 0,4000 4 30 0 489.0000 0.0000 1437.4838 1437.4838 0.0048 0.2846 0.4000 4 40 0 489.0000 0.0000 1437.4838 1437.4838 0.0048 0.2864 0.4000 4 50 0 489,0000 0.0000 1437.4838 1437,4838 0.0048 0.3163 0,4000 5 0 0 489.0000 0,0000 1437.4838 1437,4838 0.0048 0,3312 0,4000 5 10 0 489.0000 0.0000 1437.4838 1437.4838 0.0048 0.3375 0.4000 5 20 0 489,0000 0.0000 1437,4838 1437,4838 0.0048 0.3406 0,4000 5 30 0 489.0000 0.0000 1437.4838 1437,4838 0.0048 0.3425 0.4000 5 40 0 489,0000 0.0000 1437.4838 1437.4838 0.0048 0.3444 0.4000 5 50 0 489,0000 0.0000 1437.4838 1437.4838 0.0048 0.3783 0.4000 6 0 0 489.0000 0,0000 1437.4838 1437.4838 0.0048 0.3960 0.4000 6 10 0 489.0005 0.0005 1437.8999 1437.9212 0.5600 0.4043 o 4001 6 20 0 489,0029 0,0029 1440 3652 1440.4130 3,7265 0.4091 0.4008 6 30 0 489.0063 0.0063 1444.1366 1444.1994 8.5484 0.4125 0.4019 6 40 0 489.0104 0.0104 1448.6955 1448,7679 14,3832 0,4153 0.4031 6 50 0 489.0355 0,0355 1477.6434 1477.6507 51. 6967 0.5166 0.4106 7 0 0 489,0869 0.0869 1535,9368 1535,9455 129,2322 0,5670 0,4261 7 10 0 489,1424 0,1424 1598,7028 1598.7114 216.0147 0,5881 0.4427 7 20 0 489.2169 0.2169 1683,1112 1683.1257 338.0706 0.7175 0.4651 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 0,5421 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 8 20 0 490.4355 1. 4355 2264.5332 2264.5461 2851. 5329 o 8444 0.6248 8 30 0 490.4708 1.4708 2274.3682 2274.3946 2931. 5622 0.7164 0.6277 J 8 40 0 490.4845 1.4845 2277,9076 2277,9499 2960.5359 0.6706 0.6287 l/qo,5' 8 50 0 490,4765 1 4765 2276.0256 2275.9947 2944.5968 0.5280 0.6281 9 0 0 490,4405 1. 4405 2266.0375 2265.9913 2863.2549 0.4627 0.6252 ;nfk 9 10 0 490.3940 1. 3940 2253.0033 2252,9917 2758.0711 0.4393 0.6215 9 20 0 490,3445 1.3445 2239.2049 2239.1930 2647.0665 0.4312 0.6176 9 30 0 490.2945 1. 2945 2225.2763 2225,2644 2535 6919 0.4287 0.6136 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 80.65 o 4291 o 6019 10 10 0 490,1014 1.1014 2171 4458 2171.4347 2111.6492 0.4297 0.5981 10 20 0 490,0554 1.0554 2158.6188 2158.6079 2012.1078 o 4304 0.5944 10 30 0 490,0104 1.0104 2146,0612 2146.0505 1915.2185 0,4311 o 5908 10 40 0 489,9663 0.9663 2133.8393 2133.7926 1821.1762 o 4317 0,5873 10 50 0 489,9164 0.9164 2119.8510 2119.8377 1714.7614 o 3873 o 5833 ?OlVC DrSlb"'; 'Vi 1 zs- - ~ 'i. ~"tt1\2.V.1 11 0 0 489 8576 0.8576 2103 4844 2103.4699 1590.8248 0.3665 0.5786 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 0.5688 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 0.5591 11 50 0 489.5540 0.5540 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 0.5487 12 10 0 489.4399 0.4399 1935,7536 1935.7442 739,3034 0,3570 0.5320 12 20 0 489.3875 0.3875 1876.4108 1876.4020 640.2593 0,3574 0.5163 12 30 0 489.3386 0,3386 1820.9448 1820.9367 550,3318 o 3578 o 5016 12 40 0 489.2930 0.2930 1769.3255 1769.3179 468 9522 0.3581 0.4879 12 50 0 489.2430 0.2430 1712,7503 1712.7407 382.3313 0.3157 0.4729 13 0 0 489.1856 0,1856 1647.6749 1647 6648 286.0548 0.2957 0.4557 13 10 0 489,1278 0.1278 1582.2802 1582.2705 192.9538 0.2886 0.4384 13 20 0 489,0726 0.0726 1519.7692 1519.7602 107.4075 0.2860 0.4218 13 30 0 489,0211 0,0211 1461.3759 1461.3676 30.5704 0.2853 0.4063 13 40 0 489.0000 0.0000 1437.4838 1437,4838 0,0048 0,2851 0.4000 13 50 0 489.0000 0.0000 1437,4838 1437,4838 0.0048 0.2852 0.4000 14 0 0 489,0000 0,0000 1437.4838 1437,4838 0,0048 0.2853 0.4000 14 10 0 489,0000 0,0000 1437.4838 1437.4838 0,0048 0,2855 0,4000 14 20 0 489,0000 0,0000 1437.4838 1437.4838 0.0048 0.2857 0.4000 14 30 0 489.0000 0,0000 1437.4838 1437.4838 0.0048 0.2859 0.4000 14 40 0 489.0000 0,0000 1437,4838 1437.4838 0.0048 0.2861 0.4000 14 50 0 489.0000 0.0000 1437.4838 1437.4838 0.0048 0,2661 0.4000 15 0 0 489,0000 0.0000 1437.4838 1437,4838 0.0048 0,2568 0,4000 15 10 0 489.0000 0.0000 1437.4838 1437.4838 0.0048 0.2535 0.4000 15 20 0 489.0000 0.0000 1437.4838 1437.4838 0.0048 0.2523 0.4000 15 30 0 489,0000 0.0000 1437,4838 1437,4838 0.0048 0.2520 0.4000 15 40 0 489.0000 0,0000 1437,4838 1437.4838 0.0048 0.2519 0.4000 15 50 0 489.0000 0.0000 1437,4838 1437,4838 0.0048 0.2520 0.4000 16 0 0 489.0000 0.0000 1437.4838 1437,4838 0.0048 0.2521 0.4000 16 10 0 489.0000 0.0000 1437.4838 1437.4838 0.0048 0.2523 0,4000 16 20 0 489.0000 0.0000 1437.4838 1437.4838 0.0048 0.2524 0,4000 16 30 0 489.0000 0,0000 1437,4838 1437,4838 o 0048 0.2525 0,4000 16 40 0 489,0000 0.0000 1437.4838 1437.4838 0.0048 0.2527 0.4000 16 50 0 489.0000 o 0000 1437.4838 1437.4838 0.0048 0.2238 0.4000 17 0 0 489.0000 0.0000 1437.4838 1437,4838 o 0048 0.2103 0.4000 17 10 0 489.0000 0.0000 1437.4838 1437.4838 0,0048 0,2053 0.4000 17 20 0 489.0000 0.0000 1437.4838 1437.4838 0.0048 0.2036 0.4000 17 30 0 489,0000 0,0000 1437.4838 1437.4838 0.0048 0.2030 0.4000 17 40 0 489.0000 0,0000 1437.4838 1437.4838 0.0048 0,2028 0.4000 17 50 0 489,0000 0.0000 1437.4838 1437.4838 0.0048 0.2028 0,4000 18 0 0 489,0000 0,0000 1437.4838 1437.4838 0.0048 0,2028 0.4000 18 10 0 489.0000 0.0000 1437.4838 1437.4838 0,0048 0,2029 0,4000 18 20 0 489.0000 0.0000 1437.4838 1437.4838 0,0048 0.2030 0.4000 18 30 0 489,0000 0.0000 1437.4838 1437.4838 0.0048 0,2030 0,4000 18 40 0 489.0000 0.0000 1437.4838 1437.4838 0.0048 0.2031 0.4000 18 50 0 489,0000 0,0000 1437.4838 1437.4838 0.0048 0.2032 0,4000 19 0 0 489,0000 0,0000 1437.4838 1437,4838 0,0048 0.2033 0,4000 19 10 0 489,0000 0.0000 1437.4838 1437,4838 0.0048 0.2033 0.4000 19 20 0 489,0000 0,0000 1437.4838 1437,4838 0.0048 0,2034 0,4000 19 30 0 489,0000 0,0000 1437.4838 1437.4838 0,0048 0.2035 0,4000 19 40 0 489.0000 0.0000 1437.4838 1437.4838 0.0048 0.2036 0.4000 19 50 0 489,0000 0.0000 1437,4838 1437.4838 0.0048 0,2036 0,4000 20 0 0 489,0000 0,0000 1437 4838 1437.4838 0,0048 0.2037 0,4000 20 10 0 489,0000 0.0000 1437.4838 1437,4838 0.0048 0.2038 0.4000 20 20 0 489.0000 0,0000 1437.4838 1437.4838 0.0048 0.2039 0.4000 20 30 0 489,0000 0.0000 1437.4838 1437,4838 0,0048 0.2039 0.4000 20 40 0 489.0000 0,0000 1437.4838 1437.4838 0,0048 0.2040 0.4000 20 50 0 489,0000 0.0000 1437.4838 1437.4838 0.0048 0,2041 0,4000 21 0 0 489.0000 o 0000 1437.4838 1437 4838 0.0048 0.2041 0.4000 21 10 0 489.0000 0.0000 1437 4838 1437.4838 0.0048 0,2042 0.4000 21 20 0 489.0000 0.0000 1437.4838 1437.4838 0.0048 0,2043 0.4000 21 30 0 489.0000 0,0000 1437.4838 1437.4838 o 0048 0.2043 0,4000 21 40 0 489.0000 o 0000 1437.4838 1437 4838 0.0048 o 2044 0.4000 21 50 0 489.0000 0,0000 1437,4838 1437.4838 o 0048 0.2045 0.4000 22 0 0 489,0000 0.0000 1437.4838 1437.4838 0.0048 0.2045 0.4000 22 10 0 489.0000 0.0000 1437,4838 1437.4838 0.0048 0.2046 0,4000 22 20 0 489,0000 0.0000 1437.4838 1437.4838 0,0048 0.2047 0.4000 22 30 0 489.0000 o 0000 1437 4838 1437.4838 0.0048 0.2047 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 o 2049 0.4000 23 0 0 489,0000 0.0000 1437.4838 1437.4838 0.0048 0.2049 0,4000 23 10 0 489.0000 0,0000 1437 4838 1437.4838 0,0048 0.2050 0,4000 23 20 0 489,0000 0.0000 1437 4838 1437.4838 0.0048 0.2051 0,4000 23 30 0 489.0000 0.0000 1437.4838 1437.4838 0.0048 0,2051 0.4000 c. PC) lYD ~st"..v ZS-4trv- ~\lW\ (0/ III 23 40 0 23 50 0 24 0 0 Mean Max~mum M~n~mum 489.0000 489.0000 489,0000 489.22 490.48 489.00 0.0000 1437.4838 1437 4838 0.0000 1437.4838 1437,4838 0.0000 1437.4838 1437.4838 0.22 1. 48 0.00 0.0048 0,0048 o 0048 0.2052 o 2052 o 2053 0,4000 0.4000 o 4000 *======================================================* I Table E9 - JUNCTION SUMMARY STATISTICS I The Max~mum area ~s only the area of the node, ~t I I does not ~nclude the area of the surround~ng condu~tsJ *======================================================* Uppermost Max~mum TJ.me Feet of MaxJ.mum Ground P~peCrown JunctJ.on of SurCharge Freeboard JunctJ.on JunctJ.on ElevatJ.on Elevat~on ElevatJ.on Occurence at Max of node Area Name feet feet feet Hr MJ.n ElevatJ.on feet ft^2 -------- --------- -------- -------- --------- --------- -------- -------- Pond 492.0000 492.0000 490,4862 8 43 0.0000 1.5138 2278.6865 Outlet 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 desJ.gn flow and the conduJ.t may stJ.ll surcharge because of the downstream boundary condJ.tJ.ons, *======================================================* ConduJ.t MaxJ.mum TJ.me MaxJ.mum TJ.me RatJ.O of MaxJ.mum Depth > Name DesJ.gn DesJ.gn VertJ.cal Computed of Computed of Max. to at PJ.pe Ends ConduJ.t Flow VelocJ.ty Depth Flow Occurence VelocJ.ty Occurence DesJ.gn Upstream Dwnstrm Name (cfs) (ft/s) (J.n) (cfs) Hr. MJ.n. (ft/s) Hr. M~n. Flow (ft) (ft) ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- InfJ.ltrate 0.000 0.0000 36.0000 0.6289 8 43 0.8144 8 43 0.0000 490.4860 400.0000 FREE II 1 Undefnd Undefnd Undefnd 0.6289 8 44 ===> HydraulJ.C model sJ.mulat1on ended normally. ===> SWMM S1mulat1on ended normally. ===> Your 1nput f1le was named C:\SWMM FJ.les\03-285\1nfJ.ltrat1on,DAT ===> Your output f1le was named: C:\SWMM FJ.les\03-285\1nfJ.ltratJ.on,out *============================================================~=* '- SWMM S1mulat1on Date and TJ.me Summary *================~===========================================~=* I Start1ng Date.,. May 17,2004 T1me.., 13:46: 1:54 I EndJ.ng Date... May 17, 2004 T1me... 13:46: 2:86 I Elapsed T1me.., 0.02200 ~nutes or 1.32000 seconds *============================================================~=* ." l : ' .' . XP-UDD2000 Version 7.55 Copyrighl (e) XP Sotlwor. Pond ~IIV ~ tOu-4ft. S~~\M. 12" Jlpe MH1 'I' 10" )Ipe MamSl , Vaughn/Habitat for Humamty ,100- . ,,-Year Stonn LIcenced To Branch Englneenng [66-750-0285] tV" 05/17/04 Page 1/1 Input F11e : C:\SWMM F1les\03-285\P1pes.XP Current D1rectory: C:\XPS\XP-UDD-1 Executable Name: C:\XPS\XP-UDD-1\swrnmengw.exe Read ~llne(s) and found 0 ltems(s) from your cfg f1le. *~=======~======================================* I XP-SWMM2000 I Storm Water Management Model I Vers10n 7,51 I 1===============================================1 I Developed by I ===============================================1 XP Software Inc. and pty. Ltd. Based on the U.S. EPA Storm Water Management Model Vers10n 4.40 Or1g1nally Developed by Metcalf & Eddy, Inc, Un1vers1ty of Flor1da Camp Dresser & McKee Inc. September 1970 EPA-SWMM lS ma1nta1ned by Oregon State Un1vers1ty Camp Dresser & McKee Inc. =============================================== XP Software October, 2000 Data F1le Vers10n ---> 9.0 *===============================================* Vaughn/Hab1tat for Human1ty Proposed Cond1t10ns 100-Year Storm ###################################### # Ra1nfall 1nput summary from Runoff # ###################################### Total ra1nfall for gage # 1 lS 6.0000 1nches ~ /00-'1 IL Z'/ tI~ 3-;-C;E-Pi 8 . .r 1Q o <. ~ r ~~ ~~ #########################################,######### # Table R1 SUB CAT C H MEN T D A T A # # Phys1cal Hydrology Data # ##########################################,######## Subcatchment Number Name Channel or 1nlet W1dth ft Area ac Per- cent Slope "n" Imperv ft/ft Imprv Deprs Deprs Prcnt -Slon -Slon Zero "n" Storge Strge Deten Perv Irnprv Perv -t10n =============== -------- -------- ~==== ===== ===-- ~/.. 1rV\.'P. -W''; 'Pi):..v 1 Pond#l 2 Pond#2 Pond Pond 50 000 100.00 1. 5000 .38000 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 ~ -.J ######################################################################1###########1######### # Table R2, SUBCATCHMENT DATA I # Inf~ltration Data # I Inf~ltrat~on Type Infl #1 Infl #2 Infl #3 Infl #4 # # SCS -> Comp CN T~me Cone shape Factor Depth or Fract~on # # SBUH -> Comp CN T~me Cone N/A N/A # #I Green Ampt -> Suct~on Hydr Cond In~t~al MD N/A # I Horton -> Max Rate M~n Rate Decay Rate (l/sec) N/A I I Proport~onal -> Constant N/A N/A N/A # # In~t~al/Cont Loss -> Init~al Cont~nu~ng N/A N/A # I In~t~al/Proport~onal-> Init~al Constant N/A N/A # # Laurenson Paramters -> B Value Perv~ous Un" Imperv~ous Cont Exponent # 11###1##########1##1##########1#####1##1###############1##11######1###1#######1############# Subcatchment Infl Infl Infl Infl Number Name # 1 # 2 # 3 # 4 --------------- --------------- 1 Pond#1 98.0 0.167 0 000 0,200 2 Pond#2 69 0 0.167 0 000 0,200 #############1############################################## # Table R3 SUBCATCHMENT DATA # # Ra~nfall and Infiltrat~on Database Names # #############1############################################## Subcatchment Number Name Gage Infltrn No Type Rout~ng Type Ra~nfall Database Name Inf~ltrat~on Database Name --------------- --------------- 1 Pond#! 2 pond#2 ================= ================ 1 SCS Method SBUH 1 SCS Method SBUH SCS Type lA SCS Type lA SCS TYPE C - Horton SCS TYPE C - Horton ################################################## # Table R9. Summary Stat~st~cs for Subcatchments # ################################################## Note, Total Runoff Depth ~ncludes perv~ous & ~mperv~ous area Perv~ous and Imperv~ous Runoff Depth ~s only the runoff from those two areas. 1,50000 100.00000 6.00000 1.94400 0.38000 0.00000 6.00000 1.94400 ~ 0 if ~~ Subcatchment. . .. .,. Area (acres)....... .. Percent Imperv~ous.. Total Ra~nfall (~n) .... Max Intens~ty (~n/hr) " Perv~ous Area Total Runoff Depth (~n) Total Losses (~n)...... Rema~n~ng Depth (~n) ... Peak Runoff Rate (cfs). Total Imperv~ous Area Pond#l Pond#2 0.00000 0.00000 0.00000 0.00000 2,69295 3.30705 0,00000 0.25164 ~ - -J Total Runoff Depth (1n) 5,73599 Peak Runoff Rate (cfs). 2.37242 Imperv10us Area w1th depress10n storage Total Runoff Depth (1n) 0.00000 Peak Runoff Rate (cfs). 0.00000 Imperv10us Area without depress10n storage Total Runoff Depth (1n) 0,00000 Peak Runoff Rate (cfs), 0,00000 Total Area Total Runoff Depth (1n) Peak Runoff Rate (cfs). Un1t Runoff (1n/hr). ... 5.73599 2.37242 1.58161 ===> Runoff s1mulat1on ended normally. 0,00000 0,00000 0.00000 0.00000 0.00000 0,00000 2.69295 0,25164 o 66220 ####################################################### # Entry made to the HYDRAULIC Layer(Block) of SWMM # # Last Updated October,2000 by XP Software # Vaughn/Hab1tat for Human1ty 100-Year Storm Table El - Condu1t Data *=================================================-* *==================================================* Trapezo1d Inp Condu1t Length Condu1t Area Mann1ng Max W1dth Depth S1de Num Name (ft) Class (ft^2) Coef. (ft) (ft) Slopes ---- ------- ------- -------- ------- ------- --------- ------- 1 12" p1pe 290 00 C1rcular 0.79 0.01300 1.00 1.00 2 10" p1pe 20.00 C1rcular 0.54 0.01300 0.83 0,83 Total length of all condu1ts . . 310.0000 feet Table E2 - Condu1t Factor Data *=~================================================* *=~================================================* T1me Low Flow Depth at Condu1t Number Entrance EX1t Exp/Contc We1ght1ng Roughness Wh1Ch Flow Name of Barrels Loss Coef Loss Coef Coeff1cnt Parameter Factor n Changes Rout1ng ---------- --------- --------- --------- --------- --------- --------- ------- 10" p1pe 1 0000 1.5000 0.0000 0.0000 0.8500 1.0000 0,0000 Standard - Dynam1c Wave Inp Junct10n Num Name Ground Crown Invert Qinst Elevat10n Elevat10n Elevat10n cfs Init1al Depth-ft c C) C; <: ..t~ ~'!\ r ~ ~ 1d ~;o ~ Table E3a - Junct10n Data *===================================a_=======__====_* *====================================-============c=* --------- --------- --------- -------- -------- ~ ....1 1 Pond 2 MH1 3 Ma1.n 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 0.0000 0.0000 *=================================~=================* Table E4 - Condu1.t Connectivity *=================================~=================* Input Condu1.t Upstream Downstream Upstream Downstream Number Name Node Node Elevat1.on Elevat1.on -------- --------- ========== ========= ===:=:===== -------- --------- 1 12" p1.pe Pond MH1 489,000 486,600 No Des1.gn 2 10" p1.pe MH1 Ma1.n St. 486.600 486.400 No Des1.gn *=================================================* FREE OUTFALL DATA (DATA GROUP II) BOUNDARY CONDITION ON DATA GROUP J1 *================================================* Outfall at Junct1.on, . Ma1.n St. has boundary cond1t1.on number.. 1 *===================================================* Boundary Cond1.t1.on Informat1.on Data Groups J1-J4 *===================================================* BC NUMBER , 1 Control water surface elevat1.on 1.S.. 487.10 feet. *======================================================* I Table E9 - JUNCTION SUMMARY STATISTICS I The Max1.mum area 1.S only the area of the node, 1.t I I does not 1.nclude the area of the surround1.ng condu1.tsl *======================================================* Table E10 - CONDUIT SUMMARY STATISTICS Note: The peak flow may be less than the des1.gn flow and the condu1.t may st1.ll surcharge because of the - &' ~ , ~ ~~ o ~ E ~~ ~~ Uppermost Max1.mum T1.me Feet of Max1.mum Ground P1.peCrown Junction of Surcharge Freeboard Junct1.on Junct1.on Elevat1.on Elevat10n Elevation OCcurence at Max of node Area Name feet feet feet Hr. M1.n, E1evat1.on 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 Mal.n st. 492 0000 487.2300 487.1120 7 52 0.0000 4.8880 12.5660 *==========================================-=====~====-* - ~ ....J I downstream boundary cond~t~ons. *======================================================* Condu~t Maxunum T~me MaxJ.mum T~me RatJ.o of MaxJ.mum Depth > Name DesJ.gn Des~gn VertJ.cal Computed of Computed of Max. to at PJ.pe Ends Condu~t Flow Veloc~ty Depth Flow Occurence VelocJ.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 4.126B 12,0000 2.6007 7 52 3. B720 7 50 0.B024 4B9.6917 4B7.9413 10" p~pe 2.16B 4.0064 9.9600 2,5961 7 52 4.9B37 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 I depth (TW), crJ.t~cal and normal depth (Yc and Yn). I I Use th~s sect~on for culvert compar~sons I *===============================================================* Condu~t Max~mum Head Fr~ct~on CrJ.t~cal Normal Name Flow Loss Loss Depth Depth ------- ------- -------- 12" p~pe 2,601 0,000 1. 857 0.691 0.67B 10" p~pe 2.591 0.518 0.274 0.712 0 830 HW E1evat TW E1evat 489.692 487.938 487.939 Max Flow 487.112 Max Flow CULVERT ANALYSIS CLASSIFICATION, and the t~me the culvert was ~n a part~cu1ar class~f~cat~on durJ.ng the sJ.mu1atJ.on. The tJ.me J.S J.n mJ.nutes. I The DynamJ.c Wave Equation ~s used for all conduJ.tl analysJ.s but the culvert flow c1ass~fJ.catJ.on I cond~tJ.on ~s based on the HW and TW depths. I JL A??e.D'>c ~ 1I MEA D FCJ}Z., I vD - ~IL I R~QP *==========================================================* C::;\C'R "^' *==========================================================* M~ld MJ.ld Steep MJ.ld MJ.1d Slope Slope TW Slope TW Slug Flow Slope Slope CrJ.t~cal D Control Insignf 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 ConfJ.guratJ.on ------- --------- --------- --------- --------- --------- --------- --------- --------- ------------- 12" pJ.pe 0.000 7 000 1433.000 0.000 0.000 0.000 0.000 0,000 None 10" pJ.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 IE Up IE Dn WS Up '" 0 C < lC""l ..r t" ~ f' ~ ~ ;~ ######################################################### # Table E16. New ConduJ.t InformatJ.on Section # # ConduJ.t Invert (IE) Elevation and ConduJ.t # # MaxJ.mum Water Surface (WS) ElevatJ.ons # ######################################################### WS Dn ConduJ.t Type 12" pJ.pe Pond MH1 489.0000 486.6000 489.6917 487,9413 Circular - ~ -oJ 10" p1pe MH1 Ma1n St. 486.6000 486.4000 487.9413 487.1120 ===> Hydraul1C model s1mu1at1on ended normally. ===> SWMM S1mulat1on ended normally, ===> Your 1nput f1le was named C:\SWMM F1les\03-285\P~pes.DAT ===> Your output f1le was named C:\SWMM F1les\03-285\P1pes.out *==============================================================* SWMM S1mulat1on Date and T1me Summary *=================================a============================* Start1ng Date.., May 17, 2004 Time,., 14:57:53:46 End1ng Date... May 17, 2004 T1me.,. 14:57:56:69 Elapsed T1me... 0 05383 m1nutes or 3.23000 seconds *=========================================================c====* . It _ . C1rcular ~ C , ~ ~ ~ < ~ ~ , ~ ~ ~~ y~ ~ ~