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HomeMy WebLinkAboutApplication APPLICANT 5/26/2006 ,\ City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 Land Division Application, Type II Subdivision Tentative: 0 Subdivision Replat Tentative: 0 Partition Tentative: 'ft- Partition Replat Tentative: 0 .. . . . Applicant Name: Company: Address: ~~l...\c:... I I 10"1<(.- llke~. Z4-''fl+. PLk...L, o V /-.I.AmA+..1 PDAt'l€- ~ ~1J.t.l=F -'U\.UC{ -P.o, Applicant's Rep.: Company: Address: Property Owner: Company: Address: ~fi.- A-? Me uc..44.r I I X:rl-- ~? IFax: I 0<2... q"7~ 4eG Asos 14roS - Sb'Z4-- ASSESSO R'S MAP NO: t1-0z..-3'3 "'Z-? Property Address: C;09"j D '?TI2.E::eT Size of Property: i\: "201 Proposed Name of Subdivision: ::.~:e'~;':~'~;;'"''""~"_",,,,:'~::;:J.~'0i<''''~:;;F''''''''' ':;::"~":-'."S;:SI.>T:":c"~".:<;r<"-:"~,,,;, TAX LOT NO{S): ~\OO -!:>p C2-ll-lr- ~ {E:.u\ 8Q.. .:n 41 '2> Acres D Square Feet,:gt I f-l,0l'l- ~TlIIO)..J Description of D(\J!I>lZ- -POo?\1!:.Il.T'"(" 1M-TO "T\c..It:. P.'.-I2.~, ~ Q.~ Proposal: .P~'TO % ~tb l7(" fn.L kL..~q7 =1.-:t"fJ\.~ Existing Use: ~""'lbe.,...T'( ~ #oftotsjParcels: .7~ Avg. Lot/Pa,rcel Size: 2f<,oo sf Density: 2. du/acre I _;;:_:>j+~,:::;",1;i;ij':';'-i1kiii'''l:-;-;';~,:CM>,:;::;:nt:;:c:j+\;Co ;"";_:-Tt:;~T;),;;::__;;i'?:::\1;;:g:t.,':--'):;;~;:';.;J.;;:r:-.:~,.;;'#J""?'."'?7""0:;:;::":idD"i_"'::'''_;::::;:''",,:C' .:.,,-;.:,;:'~"m[::_::.:r ::,:'_~;':...;:;':X'-"dl;;;:,"djl:!:rK-h":;",:";,,,;-;<,/,,:~~~~:':;::':~\,":=:";< , .... . .. . . ........ .... '.. . - . -... . - -, . .. - ~ - .. - - . - . Zoning: .... . Overlay ~t~ . ... '. Applicable Refinement Plan: Plan De~ignation: I Location: City Limits D Urban Growth Boundary D Pre-Submittal Case No.: \\--( 2U\'Y; - O\SO t..t \ Date: Case No.: ~P:, ?1iU-_ t'SISh'Z" Date: ~R~!;~~;:!i~,~;~~,~: ."', c:..j 1'$'1, ~~,o~,!a,~~ F,~el, ". Reviewed by: (initials) , Reviewed by: r:;h&J oc:"" (initials) { c:;6 Total Fee: ~I LJ7 1'1, 00 I J "";A,""':~:F~-Ti:';;';"<;';;'b"21e?~12r'.j!Ef'10-;:38';;J,'~: 'V\~ tr~ To ~ ;::::-rt.r}\( 'r 12~ 5hDe.,vd_~c... S/z.6JoCo " Steps in the Process: 1. The Applicant Submits a Pre-Submittal Meeting Application The Pre-Submittal Application is mandatory, Please refer to the Springfield Fee Schedule for the Pre-Submittal Application fee, The submittal package must conform to the application completeness checklist attached to th is 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-Su bmittal 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 ti me 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-Su bmittal Meeting and subsequent complete application submittal, Owner's signatures are required a t both stages in the application process, An application without the Owner's signature will not be accepted. The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre-Submittal Meeting, Owner: Date: Sig natu re Print Case Number:201S7A1:>6-GJtI3" 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 pertaining to a complete application /\)'lil ~ ------ Si7ev y --- V f'-.'Oa-I~ ~ro (,~ll('; Print ' Owner: Date: Sr1J,f O~ 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 calculation formula, A copy of the fee schedule is availilble 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, 3. One additional copy of the Land Division Plan reduced to 8'I2"x 11", which will be mailed as part of the required neighboring property notification packet, 4. Right-of-Way Approach Permit application must be provided where the property has frontage on an Oregon Department of Transportation (ODOT) facil ity, 5. Stormwater Management System Study-four copies of the study with the completed Storm water Scoping Sheet attached, The plan, supporting calculations and documentation must be consistent with the Engineering Design Standards and Procedures Manual, 6. 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 and transportation policies and objectives, 7. 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 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 BV,' by 11" and bound by rubber bands for submittal, a. Site Assessment of Existing Conditions D Prepared by an Oregon licensed Landscape Architect or Engineer D Vicinity Map D The name, location and dimensions of all existing site features including buildings, curb cuts, trees and impervious surface areas, c1ea rly indicating what is remaining and what is being removed o Required setbacks to the proposed new property lines for existing structures to remain on site D 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 , . ,'f" o The 100-year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision o 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 D Physical features including, but not limited to trees 5" in diameter or greater when measured 4 1Iz feet above the ground, significant clusters of trees and shrubs, riparian areas, wetlands and rock ou tcroppings D 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 D Prepared by an Oregon Licen sed Land Surveyor in accordance with ORS 92 D Location of all existing and proposed easements D 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 D Location and type of existing and proposed street lighting D 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 D Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units and similar public facilities D Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways and bike trails D Location, size and type of plantings and street trees in any required planter strip D Location and size of existing and proposed utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV, Indicate the proposed connection points, Where multiple panhandles are proposed, the utility plan must include any utilities ,located in the driveway(s), 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 D Prepared by an Oregon Licensed Civil Engineer D Planting plan prepared by an Oregon Licen sed Landscape Architect where plants are proposed as part of the stormwater management system D Roof drainage patterns and discharge locations D Pervious and impervious area drainage patterns D ,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 drainageways to be retained D 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) D Amount of proposed cut and fill 225 Fifth Street SpringfiCld, Oregon 97477 541-726-3759 Phone C 'of Springfield Official Receipt L~ .elopment Services Department Public Works Department RECEIPT #: 3200600000000000279 Date: OS/26/2006 1 :38:06PM Paid By DEBORAH STROCHLlC Item Total: Check Number Authorizati~n . Received By Batch Number Number How Received Amount Due ]50,00 4,569,00 $4,719,00 Job/Journal Number SUB2006-00035 SUB2006-00035 Description Postage Fee Type II - $150 CTY Partition Tentative Plan Payments: Type of Payment CreditCard Amount Paid DR 013887 In Person Paymenl Total: $4,719,00 $4,719,00 " cReceintl Page I of] 5/26/2006 l:t.&'.... ..' 3300 . ~ W , , > 12<1 _ WI <( 3400 e 124:"" ~I :;''''S 8'9"~!l' ~"'ra,BI1 Got 18 '17 3Tllll ' ~ 3501 :r: ~ A 3702 50 Q ~ l~g~ciT,~1l ~ :3 ~ PCL2~ <{ . 10"'" uoo '" I ~ f s: 89.'3'DO" [; :"tJV , 2. 3. 6' r. --' ,r ~ z S,~;~~ 3800'" ",,,d" ? pS\ ~ ~ ~ I~~~ S~CfT ,o~r>k.~ o3,~~' ?'yP> ~ ~~ peL. _~ a peL ,o~,~ peL 2 ;.: ~~_' c- :'1r ;.~ J' ,p, , ' ',"' ' 18~~ Jr." :"t'ff 1 .... -~, -'--~.'~ L-. N.B':Io53'OO' " r-I.~~"",,~so"""'. r- STREET ~ ttl irS ,I #' '<.' 0::: " L...... . ~_ ,~o .-- C/) :5 ~ f~::~'~tt::Y?'~ ~I: ': ~t ~~JI'E Jo'. '<; '-:'- I I ,'" tJ.,pu; ~tn.5.1;E ~ 'W ~ < 'T'.~; 1 ~,' 6 ,:#':; ""40,""6 '0. )6 < "'-;" '~! 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'" u '" C' ... r< C' C I' ~ c < ~ . u u ~ CURVE CL LC=Z"'.56' R=46.DO' C2 LC=lL'S",,' R="'6JIO' C3 LC=6.00' R=...6,0Q' C< LC=Z9.23' R::...6.Do' os LC=34.56' R~"'6,IlO' O~,..~0 ,'\'\ ..12> \9?--' ' LINE Ti' LI 11.1"0' L2 1'3.36' L3 7.60' L' 9.5~' h L5 "''3.5'''' L6 16,'31' L7 - ~.60' 't.E )3.03' . L9 16....5' LLO 13.03' .L11 16.00' LIZ 44.00' Ll3 45.1l1l' . ~ ~l ~o t lLJJ ' ld1.J' __ \: ~ ~O : 117 02 33 04/10/2~06 15:11 FAX 541 i36 1021 - \ .... ."'--._"'1JIt \' .-.,:! CITY OF SPRINGFIELD PW IitI 002 epj7'~~.. PUBLIC WORKS DEPARTMENT I Engineering bivision Phone: .(541) 726-3753 Fax: '(541) 736-1021 STORMWATERMANAGEMENT SYSTEM SCOPE OF WORK - (Arel1 below this Unef'lllcd out by Applicant) ...:.. (Please refUrn to M<llt Stouder@ C1i.Y of Springfield Publlt, Works Engine~ring; Fax # 736-1021, Phone # 736-1035.; Project Name: dAI UCl\'2.- t'A1z..T(TIOJ-l- Applicant: . ~e.oQ.A;..l. ~ UI'...-- Assessors Parcel #: It -oz.-'?'?, v ~ ~~CO Date: 4-. 10 .~ Land Use(s): \Z.e-? II:> iOM,T1 rI<<<- Pb~ne #: _ 42:F.l-4s0s Project Size (Acres): L\V93 ?Q.+=r. Filx#: 40s-~:z.4-- Approx:.lmpervious Area:. .........~mail: ~1 ~E-:_ ~ Project Description (Include a copy oiAssessor's map): ," ,e..cf.L.'7\1U.J'-TlOU OF ~ \J.k(2..\ A-e.\...E... u4Ll> -rn- ke.f; ;..'.> Dl2...I-.LE- 'T'O ~~€-. .\40 -'7l>-<6t...C-c F^,JA,1 L..Y~"",i b~~-":>, ""..I Drainage Proposal (Public connection(s), discharge location(s), ete, Attabh additional sheet(s) if necessary: l::>l"'::>C-\.I,.~~ ~aP1=- ~U.4t+- \L.i:.alZ....~~L,z.. It-l ~ Proposed Storm water Best Management Practices: '~OF-F T'O PSI2.LO..........T€- ~ov""....,. -A.- C:to..A'-t6<.... --r>1.E-~ baA1. ~ t:>tz..l 0 12- TO D, I ? L~ 41 ~ ,'1"0 1*€- L.v"(2...l? ~-IA'.t?a pelnw th~o;; Li'ne filled out bv the Clft' (Jlld,Returne.d,to the ACJCJlicunt~-- (At.aminimum, all boxes .checked by the City on the front andbac~ of this sheet shall be,submi/led for an application 10- be' complete for suhmittal, although qther requirements may be necessary.) Draina!!e Studv Tvoe (EDSPM Section 4.03.2): (Note. UH mav be substitnted for Rational Metbod) I.il Small Site Study - (use Rational Method for calculations) o . Mid-Level Development Study - (use Unit Hydrograph Method f~r calculations) . o Full Drainage Development ~tudy - (use Unit Hydrograph Method for calculations) , . . . t . Environmental Considerations: . ffd Wellhead Zone: ~-,'(r - ~~ , ~ WetlandJRiparian; N'4 . ' . /jl Soil Type: 1J4-~ Urf".w ~ Downstream Anaivsis: 6:7~ ~ ll!l! Hillside Development: ill Floodway/Floodplain: fi Other Jurisdictions: N/A /JI'" {!j N/A o Flow line for starting water surface elevation: o Design HGL to use for starting water surface eiCvation: o Manhole/Junction to take analysis to: . Return to Matt Stouder(ti] City ofSllringfield, email: m.touder@J,ci.sprinefield,or,us. FAX; (541) 736-1021 04/10/2006 15:11 FAX 541 736 1021 CITY OF SPRINGFIELD PW 141003 ? ::!-- COMPLETE STUDY ITEMS I~or OffiCial U!le Only: ;1'/As" , , * Bf'sed upon the informat!on pravided 011 the front of this sheet, the/allowing represents a'minimum a/what is needed/or an application 10 be complete for submittal wilh respect to drainage; however, tHis list should not be u.!u:.d in lieu of the Springfield Development Code (SDC)or the City's Engineering Design Manual. Compli0J1ce with these f'equirements does nol constitute site approval; Additional sitespecifia)iformation may.be required Note: Upon seoping she.et submit/ai, ensure completedfarm hd.<; been signed in the 'space provided below: Interim Design Standards/Water Quality (EDSfl\'l C~.pter 3) ~~~' ' o II All non-building rooftop (NBR) impervious surfaces shall be pre-treated (o,g, multi-chanjbered catchbnsin w/oil filtration media) for stormwater quality. AdditionallYlll minimum of 50%. of the NBR impervious surface shall be treated by vegetated methods, D 'fjI Whore requirod, vegctative stormwater design shall be consistent with interim 'design standards (EDSPM Section 3,02), set forth by the Bureau of En vii on mental Services (BES) or Clean Walet Services (CWS), O. II For new NBR impervious are'Q less than i5,000 square feetl a simplified desigTI approach may be followed as specified '. by the BES for vegetative treatment. . 0 ., Ifs stonnwatCr treatment 5WalC is proposed"submit calculations/specification~ for sizing, velocity, flow, side slopes, bottom slopc:, and seed mix consist~nt with either B'ES or CWS req~~rements. . . o Iii Water Quality calculations as required in Section 3,03,1 of the EDSPM ' , o Iii All building rooftop mounted eql1ipment, or other fluid containing equipment located outside oftbe building, shall be provided with s~condary containment or weather resistant enclosure. General Study Requirements (EDSPM Section 4.03) , ~. D Drainage study pn::parcd by a Professional Civil Engineer licensed in the state of Qregon. o Illll A complete drainage study, as required in EDSPM Section 4,03,1, including a hydrological study map, , a 0 Calculations showing system capacity for a 2-year storm event and overflow effects of a 25-year storm event, o \I} The time of concentration (Tc) shall be determined using ala minute start time for developed basins, Review of Downstream System (IWSPI\'I Section 4,03,4.C) o 8 A downstream drainage analysis .sdescribed in EDSPM Section 4,Q3.4,C. On"site drainage shaH be governed by the Oregon Plumbing Specialty Code (OPSC). . o Ml Elevations of the HGL and flow lines for both city and private systems where applicable. Design of Storm Systems (EDSPM Section 4.04) Ii 0 Flow lines, slopes. rim elevations, pipe type and sizes clearly indicated on the plan set, o II Minimum pipe cover shall be 1 ~ inches for reinforced pipe and 36 inches for plain ~oncrete 'and plastic pipe m.aterials, . Or proper ongincoring calculations shan be provided when less, The cover shall be sufficient to support an 80,000 Ib load without failure of the pipe structure, o iii Manning's "~,, values for pipes shall be consistent with Table 4-1 of the EDSP, AIi storm pipes shall be designed to achieve a minimum velocity ofthree (3) feel per second at 0,5 pipe full b.,ed on Table 4-1 as well. Other/Misc iii ~ il'j o o o Existing and pr~pciscd contours, located at one foot intel'val. Include spot elevations and site-grades showing how site drains ' . Private stormwater easements shaH be clearly depicted on plans when,privatc: stonnwater flows from one'property to another Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of residential building roofs (EDSP Section 3,03.4,A), Additional provisions apply to thisas required by the DEQ, Refor to the website: 'www.dea.state.or.uli/wCI/2ToundwaluicholllC_hclTI for n:ore infonnatiOIl. D~tontion ponds shall.be designed t'J !imit !'unoffto pre-development rates. for the 2 through 25-year storm events *Thisform shall be included as an attachmen.t, insiile the fron.t cover, of the stOrmwater study o ~ - . IMPORTANT: ENGINEER PLEASE R,eA/J EeLOW AND SIGN! As the engineer of record I I :hcreby certify the above required items are complete and included with the submitted stormwater st.udY and plan set. ....---? ,_ // ./ -f / ... . - SIgnature: ./7ft,.A/ / ~~ Date: .:5~0 G /' ( . .' I> . POAGE ENGINEERING & SURVEYING. INC STORM DRAINAGE STUDY for STROCHLIC PARTITION May 22, 2006 CIVIL / ENGINEERING 0 SURVEYING p,o, BOX 2527 EUGENE, OR 97402-0152 990 aBlE ST, 541/485-4505 FAX 541/485-5624 WWW,POAGE,NET OVERVIEW This storm drainage study is being prepared in accordance with the City of Springfield Engineering Design Standards and Procedures Manual (EDSPM), The Drainage Study type required for this project given the parameters specified in Section 4,03,2 of the Design Manual is a Small Site, Development Study, The hydrologic calculations shown on the following pages are based on a 2 year and 25 year storm events using the Santa Barbara Unit Hydrograph Method for calculating runoff, The hydraulic calculations for the proposed storm drainage system were done using Haestad Methods Flowmaster Software, The proposed improvements for this partition will not create :additional storm drainage flows to the public system, The existing home (600 sf footprint) already drains to the public street through existing weep holes, The only improvements that may impact the public storm system would be a future home on Parcel 2, Calculations were made assuming the future home on parcel 2 is not handled on site, and are included, The area for a future home footprint was conservatively estimated to be 1500 square feet. The maximum runoff from the future home was 0,03 cubic feet per second (cfs) and 0,06 cfs for 2-year and 25-year storms, respectively, A 3" pipe, to be constructed with improvements for the future home, would be adequate to handle runoff from 25-year event for at least a 1500 square foot home, No other development on the remaining portion of the property is proposed to drain to the public storm drainage system, Runoff from roof drains of future buildings on Parcel 2 could be disposed of with on-site infiltration facilities as the on-site soils are suitable for such use, The infiltration facility design will comply with all applicable state and local regulations and requirements and would be addressed at the time ofthe building permit application for the future Parcel 2 home, CONCLUSIONS Based on the design criteria requirements of the EDSPM the proposed storm drainage system can handle the design storm event. A 3" pipe connecting to the street system (3" weep hole in curb) has the capacity to carry flows from the Parcel 2 for the 2-year and the 25-year event should it be needed in the future, The public drainage system will not be impacted by any improvements proposed for this partition, In the event of other extreme storm events or if the pipe system is blocked, runoff would flow overland to the street and be picked up by the public pipe system through nearby inlets and/or catch basins, ' Developed 2-year, SCS Type 1A, 24 hour Stonn " PERVIOUS IMPERVIOUS Rainfall Incre, Rainfall Accum, Accum, Incre, Accuni, Incre, Tota] , Instant Time distr. Rainfall Incre, Rainfall Runoff Runoff Runoff Runoff Runoff " f10wrate (min) distr, (in) (m)_ ~2 (in) _ (in) (ill)_ (in) (efs) ------ 280 0,70% 14,80% 0,022 0.462 0,006 0,002 0,283 0,019 0,003 0,00 < 290 0,82% 15,62% 0,026 0.487 0,010 0,003 0,306 0,023 0,003 0,00 < 300 0,82% 16.44% 0,026 0,513 ' '0,013 0,004 0.330 0,023 0,003 0,00 < 310 0,82% 17.26% 0,026 0,539 0.D18 '0,004 ' 0.353 0,023 0,003 0,00 < 320 0,82% 18,08% 0,026 0.564 0,023 0,005 0.376 0,023 0,003 0,00 < 330 0,82% '18,90% 0,026 0,590 0,028 0,005 0.400 0,024 0,003 0,00 < 340 0,82% 19,72% 0,026 0,615 0,034 0,006 0.424 0,024 0,003 0,00 < 350 0,95% 20,67% 0,030 0,645 0,041 0,007 0.452 0,028 0,004 0,01 < 360 0,95% 21.62% 0,030 0,675 O,q50 0,008 0.479 0.D28 0,004 0,01 < 370 0,95% 22,57% 0,030 0,704 0,058 0,009 0,507 0,028 0,004, 0,01 < 380 0,95% 23,52% 0,030 0,734 0,068 0,009 0,535 0,028 0,004 0,01 < 390 0,95% 24.47% 0,030 0,763 ,0,077 0,010 0.564 0,028 0,004 0,01 < 400 0,95% 25.42% 0,030 0,793 0,088 0,010 0,592 0,028 0,004 0,01'< 410 ] .34% 26,76% 0,042 0,835 0,103 0,016 0,632 0,040 0,005 0,01 < 420 ' 1.34% 28.10% 0,042 0,877 0,120 0,016 0,672 0,040 0,005 0,01 < 430 1.34% 29.44% 0,042 0,919 0,137 0,017 0,712 0,040 0,005 0,01 < 440 1.80% , 31.24% 0,056 0.975 0,162 0,025 0,766 0,054 0,007 0,01 < 450 1.80% 33,04% 0,056 1.031 0,188 0,026 0,821 0,054 0,007 0,01 < 460 3.40% 36.44% 0,106 1.137 0,241 0,053 0,924 0.103 0,014 0,02 < 470 5.40% 41.84% 0,168 1.305 0,334 0,093 ' 1.089 0,165 0,022 om MAX 480 2,70% 44,54% 0,084 1.390 0.384 0,050 1.172 0,083 0,011 0,02 < 490 1,80% 46,34% 0,056 1.446 0.418 0,034 1.227 0,055 0,007 0,01 < 500 1.34% 47,68% 0,042 1.488 0.444 0,026 1.268 0,041 0,006 0,01 < 510 1.34% 49,02% 0,042 1.529 0.471 0,027 1.309 0.041 0,006 0,01 < 520 1.34% 50,36% 0,042 1.571 0,498 0,027 1.350 0,041 0,006 0,01 < 530 0,88% 51.24% 6,027 1.599 0.515 0,018 1.377 0,027 0,004 0,01 < 540 0,88% 52,12% 0,027 , 1.626 0,534 O.oJ8 1.405 0,027 0,004 0,01 < 550 0,88% 53,00% 0,027 1.654 0,552 O.oJ8 1.432 0,027 0,004 '0,01 < 560 0,88% 53,88% 0,027 1.681 0,570 O.oJ8 1.459 0,027 0,004 0.01 < 570 0,88% ' 54,76% 0,027 1.709 ' 0,589 0,019 1.486 0,027 0,004 0,01 < 580 0,88% 55,64% 0,027 1.736 0,608 0,019 1.513 0,027 0,004 ' 0,01 < 590 0,88% 56,52% 0,027 1.763 0,627 0,019 1.540 0,027 0,004 0,01 < 600 0,880), 57.40% 0,027 1.791 0,646 0,019 1.567 0,027 0,004 0,01 < 610 0,88% 58,28% 0,027 1.818 0,665 0,019 1.594 0,027 0,004 0,01 < 620 0,88% 59,16% 0,027 1.846 0,684 0,019 - 1.622 0,027 0,004 ' 0,01 < 630 0,88% 60,04% 0,027 1.873 0,704 0,019 1.649 0,027 0,004 0,01 < 640 0,88% 60,92% ' 0,027 1.901 0,723 0,020 1.676 0,027 0,004 0,01 < 650 0,72% 61.64% 0,022 1.923 0,739 0,016 1.698 0,022 0,603 0,00 < 660 0,72% 62,36% 0,022 1.946 0,756 0,016 1.720 0,022 0,003 0,00 < 670 0,72% 63,08% 0,022 1.968 0,772 0,016 1.743 0:022 0,003 0,00 < 680 0,72% 63,80% 0,022 1.991 0,788 0,016 1.765 0,022 0,003 0,00 < 690 0,72% 64,52% 0,022 2,013 0,805 0,016 1.,787 0,022 0,003 0,00 < 700 0,72% 65,24% 0,022 2,035 0,821 0,017 1.810 0,022 0,003 0,00 < 710 0,72% 65,96% 0,022 2,058 0,838' 0,017 1.832 0,022 0,003 0,00 < 720 0,72% 66,68% 0,022 2,080 0,855 0,017 1.854 0,022 0,003 0,00 < . . " Developed 2-year, SCS Type 1A, 24 hour,Storm PERVIOUS IMPERVIOUS Rainfall Inere, Rainfall Aecum, Aecum, Inere, Aeeum, loere, Total, Instant Time distr. Raiufall loere, ' Rainfall Runoff Runoff Runoff Runoff Runoff flowrate (ffiinL distr, (in) u(in) (in) (in) n (in) __(ir1L (in) (efs2 1180 0.40% ' 89,60% 0,012 2,796 1.418 0,010 2,565 0,012 0,002 0,00 < 1190 0.40% 90,00% 0,012 2,808 1.428 0,010 2,577 0,012 0,002 0,00 < 1200 0.40% 90.40% 0,012 2.820 1.439 0,010 2,590 0,012 0,002 0,00 < 1210 0.40% 90,80% 0,012 2,833 1.449 0,010 2,602 0,012 0,002 0,00 < 1220 0.40% 91.20% 0,012 2,845 1.459 0,010 2,614 0,012 0,002 0,00 < o,oio " 1230 0.40% 91.60% 0,012 2,858 1.470 2,627 0,012 0,002 0,00 < 1240 0.40% 92,00% 0,012 2,870 1.480 0,010 2.639 0,012 0,002 0,00 < 1250 0.40% 92.40% 0,012 2,883 1.490 0,010 2,652 0,012 0,002 0,00 < 1260 0.40% 92,80% 0,012 2,895 1.501 0,010 2,664 0,012 0,002 0,00 < 1270 0.40% 93,20% 0,012 2,908 1.511 0,010 ' 2,677 0,012 0,002 0,00 < 1280 0.40% 93,60% 0,012 2,920 ' 1.522 0,010 2,689 0,012 0,002 0,00 < 1290 0.40% 94,00% 0,012 2,933 1.532 0,010 2.701 0,012 0,002 0,00 < 1300 0.40% 94.40% 0,012 2,945 1.542 0,010 2,714 0,012 0,002 0,00 < 1310 0,40% 94,80% 0,012 2,958 1.553 0,010 2,726 0,012 0,002 0,00 < 1320 0.40% 95,20% 0,012 2,970 1.563 0,010 2,739 0,012 0,002 0,00 < 1330, 0.40% 95,60% 0,012 2,983 1.574 0,010 2,751 0,012 0,002 0,00 < 1340 0.40% 96,00% 0,012 2,995 1.584 0,010 2,763 0,012 0,002 0,00 < 1350 0.40% 96.40% 0,012 3,008 1.595 0,010 2,7'76 0,012 0,002 0,00 < 1360 0.40% 96,80% 0,012 3,020 1,605 0,010 2,788 0,012 0,002 0,00 < 1370 0.40% 97,20% 0:012 3,033 1.616 0,011 2,801 0,012 0,002 0,00 < 1380 0.40% 97,60% 0,012 3,045 1.626 0,011 2,813 0,012 0,002 0,00 < 1390 ,0,40% 98,00% 0,012 3,058 1,637 0,011 2,826 0,012 0,002 0,00 < 1400 0.40% 98.40% 0,012 3,070 1.647 0,011 2,838 0,012 0,002 0,00 < ' 1410 0.40% 98,80% 0,012 3,083 1.658 0,011 2,850 0,012 0,002 0,00 < 1420 0.40% 99,20% 0,012 3,095 1.668 0,011 2,863 0,012 0,002 0,00 < 1430 0.40% 99,60% 0,012 3,108 1.679 0,011 2,875 0,012 0,002 0,00 < 1440 0,40% 100,0% 0,012 3,120 1.690 0,011 2,888 0,012 0,002 0,00 < "}... } '. Developed 25-year, SCS Type 1A, 24 hour Storm STROCHLIC PARTITION DEVELOPED CONDITION (Parcel 2 - future home only) total area ~ 1500 0.03 (acres) File No: 3707D25AQPW pemousarea = 0 0,00 (acres) OS/22/06 imperyio~s a.rea = , 1500 0,03 (acres) pervious eN = 85 S= 1.7647 O.2S ~ 0,3529 impervious CN = 98 S~ 0.2041 O,2S = 0,0408 total depth rain HyrdoJogic, Pt= 5,28 (inches) , SCS Soil Type: Group dt= 10 (min) Salem Urban Land (119) B 24-Hour SCS Type lA Design Storm - 25 Year PERVIOUS IMPERVIOUS Rainfall Incre, Rainfall Accum, Accum. Incre, Accum, lncre, Total Instant Time distr, Rainfall lncre. Rainfall Runoff, , Runoff Runoff Runoff Runoff flowrate (min) distr. '(in) (in) (i11L (inl~ (in). (in) (in) Ccfs) -- 0 0 0 0 0 ,0 0 0 0 ' 0 0< 10 0.40% ' 0.40% 0,021 0,021 0,000 0,000 0,000 0,000 0,000 0,00 < 20 0.40% 0,80% 0,021 0,042 0,000 0,000 0,000 0,000 0,000 0,00 < 30 0.40% 1.20% 0,021 ' 0,063 0,000 0,000 0,002 0,002 0,002 0,00 < 40 0.40% 1.60% 0,021 0,084 0,000 0,000 0,008 0,005 0,005 0,00 < 50 0.40% 2.00% 0,021 0,106 0,000 0,000 0,01,6 0,008 0,008 0,00 < 60 0,40% , 2.40% 0,021 0,127 0,000 0,000 0,025 0,010 0,010 0,00 < 70 0.40% 2,80% 0,021 0,148 0,000 0,000 0,037 0,011 0,011 0,00 < 80 0.40% 3,20% 0,021 ' 0,169 0,000 0,000 0,049 0,013 0,013 0,00 < 90 0.40% 3,60% 0,021 0,190 0,000 0,000 0,063 0,014 0,014 0,00 < 100 0.40% 4,00% 0,021 0.211 0,000 0,000 0,078 0,014 0,014 b,oO < 110 0,50% 4,50% 0,026 0.238 0,000 0,000 0,097 0,019 0,019 0,00 < 120 0,50% 5,00% 0,026 0.264 0,000 0,000 0,117 0,020 0,020 0,00 < 130 0,50% 5,50% 0,026 0,290 0,000 0,000 0,137 0,021 0,021 0,00 < 140 0.50% 6,00% ,0,026 0,317 0,000 0,000 0,159 0,021 0,021 0,00 < 150 0,50% 6,50% 0,026 0,343 0,000 0,000 0,181 0,022 0,022 0,00 < 160 ' 0,50% 7,00% 0,026 0,370 0,000 0,000 0.203 0,022 0,022 0,00 < 170 0,60% 7,60% 0,032 0.401 0,001 0,001 0.230 0,027 0,027 0,01 < 180 0,60% 8,20% 0,032 0.433 0,003 0,002 0,258 0,028 0,028 0,01 < 190 0,60%' 8,80% 0,032 0.465 0,007 0,003 ' 0.286 0,028 0,028 0.,01 < 200 0,60% 9.40% 0,032 . 0.496 0,011 " 0,004 0,315 0,028 0,028 0,01 < 210 0,60% 10,00% 0,032 0,528 0,016 0,005 0,343 0,029 0,029 0,01 < 220 0,60% 10,60% 0,032 0,560 0,022 0,006 0,372 0,029 0,029 0,01 < 230 0,70% 11.30% 0,037 0,597 0,030 0,008 0.407 0,034 0,034 0,01 < 240 0,70% 12,00% 0,037 0,634 0,039 0,009 0.441 0,034 0,034 0,01 < 250 0,70% 12.70% 0,037 0,671 '0,048 0,010 0..476 0.035 0,035 0,01 < 260 0,70% 13.40% 0,037 ' 0,708 0,059 0,011 0,510 0.035 0,035 ' 0,01 < 270 0,70% 14,10% 0,037 ' 0,744 0,071 0,012 .0,545 0.035 0,035 0,01 < . ___f " Developed 25-year" SCS Type 1A, 24 hour.Storm PERVIOUS IMPERVIOUS Rainfall Incre, Rainfall Accum, Accum, mere, Accum, mere, Total, Instant Time dlstr. Rainfall Incre, Rainfall Runoff Runoff Runoff Runoff Runoff fIowrale (min) distr, _ (in) (in) (in) (ill} (in) (in) (in) (cfs) 280 0,70% 14,80% 0,037 0,781 0,084 0,013 0,581 0.Q35 0,035 0,01 < 290 0,82% 15,62% 0,043 0,825 0,100 0,016 0,622 0,041 0,041 0,01 < 300 0,82% 16.44% 0,043 0,868 0,116 0,017 0,664 0,042 0,042 0,01 < 310 0,82% 17,26% 0,043 0,911 0,134 0.Q18 0,705 0,042 6,042 0,01 < 320 0,82% 18,08% 0,043 0,955 0,153 0,019 0,747 0,042 0,042 0,01 < 330 0,82% '18,90% 0,043 0,998 0,173 0,020 0,789 0,042 0,042 0,01 < 340 0,82% 19,72% 0,043 1.041 0,193 0,020 0,831 0,042 0,042 0,01 < 350 0,95% 20,67%, 0,050 1.091 0,218 0,025 0,880 0,049 ,0,049 0,01 < 360 0,95% 21.62% 0,050 1.142 0,244 0,026 0,929 0,049 0,049 0,01 < 370 0,95% 22,57% 0,050 1.192 0,270 0,027 0,978 0,049 0,049 0,01 < 380 0,95% 23,52% 0,050 1.242 0,298 0.028 1.027 0,049 0,049 0,01 < 390 0,95% 24.47% 0,050 1.292 0,326 0,028 1.076 0,049 0,049 0,01 < 400 0,95% 25.42% 0,050 1.342 0.355 0,029 1.125 0,049 0,049 0,01 < 410 1.34% 26,76% 0,071 1.413 0,398 0,042 1.194 ' 0,070 0,070 0,01 < 420 1.34% 28,10% 0,071 1.484 0.44,;1 0,044 1.264 0,070 0,070 0,01 < 430 1.34% 29.44% 0,071 1.554 0.487 0,045 1:334 0,070 0,070 0.Q1 < 440 1.80% 31.24% 0,095 1.649 0.549 0,062 1.428 0,094 0,094 0,02-< 450 1.80% 33,04% 0,095 1.745 0,614 0,064 1.521 0,094 0,094 0,02 < , 460 3.40% 36.44% 0,180 1.924 0,740 0,126 1.699 ' 0,178 0,178 0,04 < 470 5.40% 41.84% ' 0,285 2,209 0,952, 0,212 1.982 0,283 0,283 0,06 MAX 480 2,70% 44,54% 0.143 2,352 1.062 0,110 2,123 0,142 0,142 0,03 < 490 1.80% 46,34% 0,095 2.447 1.136 0,075 2,218 0,094 0:094 0,02 < 500 1.34% 47,68% 0,071 2,518 1.192 0,056 2,288 0,070 0,070 0,01 < 510 1.34% 49,02% 0,071 2,588 1.249 0,057 2,358 0,070 0,070 0,01 < 520 1.34% 50,36% 0,071 2,659 " 1.306 0,057 2.429 0.070 0,070 0,01 < 530 0,88% 51.24% 0,046 2,705 1.344 0.Q38 2.475 0,046 0,046 0,01 < 540 0,88% 52,12% ' ' 0,046 2,752 1.382 0,038 2,521 0,046 0,046 0,01 < 550 0,88% 53.00% 0,046 2:798 1.420 0,038 2,568 0,046 0,046 0,01 < 560 0,88% 53,88% 0,046 2,845 1.459 0,038 2,614 0,046 0,046 0,01'< 570 0,88% 54,76% 0,046 2,891 1.497 ,0,039 2,660 0,046 0,046 ' 0,01 < 580 0,88% 55,64% 0,046 2,938 1.536 0:039 2,706 0,046 0,046 0,01 < 590 0,88% 56,52% 0,046 2,984 1.575 0,039 2,753 0,046 0,046 0,01 < 600 0,88% 5740.% 0,046 3,031 1.614 0:039 2,799 0,046 0:046 0,01< 610 0,88% 58.28% 0,046 3,077 1.653 0,039 2,8~,5 0,046 0,0,46 0,01 < 620 0,88% 59,16% 0,046 3,124 1.693 0,039 '2,891 0,046 0,046- 0,01 < 630 ' 0,88% 60,04% 0,046 3,170 1.732 0,040 2,938 0,046 0,046 0,01 < 640 0,88% 60,92% ' 0,046 3,217 1.772 0,040 2.984 0,046 0,046 0,01 < 650 0,72% 61.64% 0,038 3,255 1.804 0,033 3,022 0.Q38 0,038 0,01 < 660 0,72% 62,36% ' 0.038 3.293 1.837 0,033 3,060 0,038 0,038 0,01< 670 0,72% 63,08% 0,038 3,331 1.870 0,033 3,098 0.Q38 0.D38 0,01 < 680 0,72% 63,80% 0,038 3,369 1.902 0,033 3,136 0,038 0,038 0,01 < 690 0,72% 64,52% 0,038 3.407 1.935 0,033 3,173 0,038 0,038 0,01 < 700 0,72% 65.24% 0,038 3.445 1.968 0,033 3.211 0.Q38 0,038 0,01 < 710 0,72% 65,96% 0.Q38 3.483 2,001 0,033 ,3,249 0.Q38 0.D38 0,01 < 720 0,72% 66,68% 0,038 3,521 2,034 0,033 3.287 ' 0,038 0.D38 0,01 < Developed 25-year, SCS TYPe 1A, 24 hourStorm PERVIOUS IMPERVIOUS Rainfall !nere, Rainfall Aecum, Aceum, Incre. Accum. !nere, Total Instant Time distr. Rainfall Incre, Rainfall Runoff Runoff Runoff Runoff Runoff flowrate (min) distr, (in) (in) (in) (in) (in) (in) (in) ( efsJ_ 730 0,72% 67.40% 0.Q38 3,559 2,068 0,033 3,325 0.Q38 0,038 0,01 < 740 0,72% 68,12% 0,038 3.597 2,101 0,033 3,363 0.Q38 0,038 0,01 < 750 .0,72% 68,84% 0.Q38 3,635 2,134 0,033 3.401 0.Q38 0,038 0,01 < 760 ,0,72% 69,56% 0,038 3,673 2,168 0,033 3.439 0,038 0:038 0,01 < 770 0,57% 70,13% 0,030 3,703 2,194 0,026 3.469 0,030 0,030 0,01 < 780 0.57% 70,70% 0,030 3,733 2,221 0,027 3.499 0,030 0,030 ' 0,01 < 790 0.57% 71.27% 0,030 3,763 2,247 0,027 3,5~9 0,030 0,030 0,01 < 800 0,57% 71.84% 0,030 3,793 2,274 0,027 3,559 0,030 0,030 0,01 < 810 0,57% 72.41% 0,030 3,823 2.300 0,027 3:589 0,030 0,030 0,01 < 820 0,57% 72.98~o 0,030 3,853 2,327 0,027 3,619 0,030 0,030 0,01 < 830 0.57% 73,55% 0,030 3,883 2,354 0,027 3,649 0,030 0,030 0,01 < ' 840 0,57% 74,12% 0,030 3,914 2,381 0,027 3,679 0,030 0,030 0,01 < 850 0,57% 74,69% 0,030 3,944 2.407 0,027 3,709 0,030 0,030 0,01 < 860 0,57% 75,26%, 0,030 3,974 2.434 0,027 3,739 0,030 0,030 0,01 < 870 0.57% 75,83% 0,030 4,004 2.461 0,027 3,769 0,030 0,030 0,01 < 880 0,57% 76.40% 0,030 4,034 2.488 0,027 3,799 0,030 0,030 0,01 < 890 0,50% 76,90% 0,026 4,060 2,512 0,024 3,825 0,026 0,026 0,01 < 900 0.50% 77 .40% 0,026 4,087 2,535 0,024 3,852 0,026 0,026 0,01 < 910 0,50% 77,90% 0,026 4,113 2.559 0,024 3,878 0,026 0,026 0,01 < 920 0,50% 78,40% 0,026 4,140 2.583 0,024 3,904 0,026 0,026 0,01 < 930 0,50% 78,90% 0,026 4,166 2,607 0,024 3,931 0,026 0,026 0,01 < 940 0,50% 79.40% 0,026 4,192 2,630 0,024 3,957 0,026 0,026 0,01 < 950 0,50% 79,90% 0,026 4.219 2,654 0,024 3,983 0,026 0,026 0,01 < 960 0,50% 80.40% 0,026 4.245 2,678 0,024 4,010 0,026 0,026 0,01 < 970 0.50% 80,90% 0,026 4,272 ,2,702 0,024 ,4,036 0,026 0,026 0,01 < 980 0.50% 81.40% 0,026 4,298 2,726 0,024 4,062 0,026 0,026 0,01 < 990 0,50% 81.90% 0,026 4,324 2,750 0,024 4089 0,026 0,026 0,01 < 1000 0,50% 82.40% 0,026 4,351 2,773 0,024 4,115 0,026 0,026 0,01 < 1010 0.40% 82,80% 0,021 4,372 2. 793 0,019 4,136 0,021 0,021 0,00' < 1020 0,40% 83,20% ,0,021 4,393 2,8J2 0,019 41~7 0,021 '0,021 0;00 < 1030 0.40% 83,60% 0,021 4.414 2,831 0,019 4,178 O,02J 0,021 0,00 < 1040 0.40% 84,00% 0,021 4.435 2,850 0,019 4,199 O,02J 0,021 0,00 < 1050 0,40% 84:40% 0,021 4.456 2,869 0,019 4,220 0,021 0,021 0,00 < 1060 0.40% 84,80% 0,021 4.477 2,889 0,019 ' 4,242 0,021 0,021 0,00 < 1070 0:40% 85,20% 0,021 - 4.499 2,908 0,019 4,263 0,021 0,021 0,00 < 1080 0.40% 85,60% 0,021 4,520 2,927 0,019 4,284 0,021 0,021 0,00 < 1090 0.40% 86,00% 0,021 4,541 2,946 0,019 4,305 0,021 0,021 0,00 < -1100 0.40% 86.40% 0,021 4,562 2,966, 0,019 4,326 0,021 0,021 0,00 < 1110 0.40% 86,80% 0,021 4,583 2,985 0,019 4,347 0,021 0,021 0,00 < 1120 0.40% 87.20% 0,021 4,604 3,004 0,019 4,368 0,021 0,021 0,00 < 1130 0.40% 87,60% 0,021 4,625 3,023 0,019 4,389 0,021 0,021 0,00 < 1140 0.40% 88,00% 0,021 4,646 3,043 0,019 4.41,0 0,021 0,021 0,00 < 1150 0.40% 88.40% 0,021 4,668 3,062 0,019 4.431 0,021 0,021 0,00 < 1160 0.40% 88,80% 0,021 ' 4,689 3,081 0,019 4.452 0,021 0,021 0,00 < , 1170 0.40% 89,20% 0,021 4,710 3,101 0,019 4.473 0,021 OWl 0,00 < Developed 25-year, SCS Type 1A, 24 hour Storm Time Jmin) 1180 1190 1200 1210 1220 1230 1240 1250 1260 1270 1280 1290 1300 1310 1320 1330 1340 1350 1360 1370 13~0 1390 1400 1410 1420 1430 1440 Rainfall Inere, distr. Rainfall distr. PERVIOUS IMPERVIOUS Rainfall Aceum, Aeeum, Inere, Aeeum, Inere, Total lnere, Rainfall Runoff Runoff Runoff Runoff 'Runoff (in) (in) _ ~)_(in) ~~) (inL ~in) 0.40% 89,60% 0.40% 90,00% 0.40% 90.40% 0.40% 90,80% 0.40% 91.20% 0.40% 91.60% 0.40% 92.00% 0.40% 92.40% 0.40% 92,80% 0.40% 93.20% 0.40% 93,60% 0.40% 94,00% 0.40% 94.40% 0.40% 94,80% 0.40% 95,20% 0.40% 95,60% 0.40% 96,00% 0.40% ,96.40% 0.40% 96,80% 0.40% 97,20% 0.40% 97,60% 0.40% 98,00% '0.40% 98.40% 0.40% 98,80% O.4q% 99.20% 0.40'% 99,60% 0.40% 100,0% 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 ' 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 4,731 4,752 4,773 4,794 4:815 4,836 4,858 4,879 4,900 4,921 4,942 4,963 4,984 5,005 5,027 5,048 5,069 5,090 5,111 5,132 5,153 5,174 5,196 5.217 5.238 5,259 5,280 3,120 3,140 3,159 3,178 3,198 3.217 3,237 3,256 3,276 3.295 3.315 3,334 3.354 3,373 3,393 3.412 3.432 3.451 3.471 3.490 3,510 3,530 3.549 3,569 3,588 3,608 3,628 0,019 0,019 0,019 0,019 0,019 0,019 0,019 0,019 0,019 0,019 0,019 0,019 0,020 0,020 0,020 0,020 0,020 0,020 0,020 0,020 0,020 0,020 0,020 0,020 0,020 0,020 0,020 4.494 4,516 4,537 4,558 4,579 4,600 4,621 4,642 4,663 4,684 4,705 4,726 4,748 4,769 4,790 4,811 4,832 4,853 4,874 4,895 4,916 4,937 4,958 4,979 5,001 5,022 5,043 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0~021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021 0,021' Instant flowrate (efs) 0,00 < 0,00 < 0,00 < 0,00 < 0,00 < : 0,00 < 0,00 < 0,00 < 0,00 < 0,00 < 0,00 < 0,00 < 0,00 < 0,00 < 0,00 < 0,00 < 0,00,< 0,00 < 0,00 < 0,00 < 0,00 < 0,00 < 0,00 < 0,00 < 0,00 < 0,00 < 0,00 < . ' . Project Description Project File Worksheet Flow Element Method Solve For Input Data, Mannings Coefficient Channel Slope Diameter Dischar~e Results Depth Flow Area Wetted Perimeter Top V\i1dth Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Full Flow Capacity Full Flow Slope Flow is subcritical. OS/22106 03:44:06 PM Parcel 2 - 25 Year Storm Event Worksheet for Circular Channel f:lprojectslhaestadlflowmaster filesl3707 2-y.fm2, 3" Pipe - Parcel 2 <25 yr> , Circular Channel Manning's Formula Channel Depth 0,013 0,005000 ft/fl 3,00 ,in 0,06 cfs 0.20 ft 0,04 It' 0,54 ft 0.21 fl 0,15 ft 78,60 0,010711 ft/fl 1.45 ft/s 0,03 ft 0,23 ft 0,57 0,07 cfs 0,06 cfs ,0,004611 ft/ft Haestad Methods, lilc. 37 Brookside Road Water~ury, CT 06708 (203) 755-1666 FlowMaster v5;13 Page 1 of 1 <;0 .: WRITTEN STATEMENT SUPPORTING THE CREATION OF A 2 PARCEL PARTITION FOR DEBORAH STROCHLIC LOCATED AT 5059 D STREET, SPRINGF'IELD, OREGON ASSESSOR'S MAP NO. 17-02-33-2-3 TAX LOT 6100 Proiect name. size and location of nronertv: Minor Partition for Deborah Strochlic, The applicant is proposing to partition a 11206 sq, ft, tract ofland into 2 Parcels, The property is located at 5059 D Street and includes all of that property shown as Tax Lot No, 6100 on ,Assessor's Map No, 17-02-33-2-3, Zonin~ and Dlan desi~nation ofthe site and adiacent DroDerties: The subject properly and surrounding properties are zoned Low Density'Residential and are designated Low Density, Residential in the Metro Plan, They are within'the boundaries of the East Main Refinement Plan and the proposed development meets the goal of the residential element of the East Main Refinement Plan by providing an opportunity for affordable housing for all segments of the population within an area that is not interspersed with commercial development, not directly located on an arterial street and is designated as Low Density Residential in the Metro Plan, Pronosed use ofthe develoDment area and SCODe ofthe DroDosed develoDment: The applicant is proposing to partition the subject property into 2 parcels to create an additional lot for residential housing purposes, The subject property currently contains an existing single family residence located on the front portion of the site that will be contained in Parcell. The rear portion of the property is vacant and will be contained in Parce12, The rear parcel is proposed to be developed with single family residential housing, All public utilities now serving the existing structure will be available to the proposed parcel via a private 20,0 wide access easement that will also serve as a private utility easement acrossParceI 1 and benefitting Parcel 2, Access: Access to Parcel! will be via a new curb cut located as shown on the accompanying site grading , , plan which will provide two (2) paved off street parking areas to serve Parcell. Access to Parcel 2 will be via a private access easement and utility easement, This proposed easement will be 20 feet in width and signed as a no parking zone to accommodate emergency vehicle access to Parcel 2, . . Pronosed off-site imorovements: No off-site improvements are proposed as part of the partition, Where more than 5000 sauare feet of imnervious surface is nronosed describe the storm water amilitv fiiClistires to De titiliZell anll nroville enou!!'hdetailto demonstrate they will work: This application does not propose to construct more than 5000 sq, ft, of new impervious surface, The stonnwater runoff tl'om roof drains will be directed toward the curb and gutter street improvements constructed for D Street. Current use of site and anv existin<! imnrovements: .~: The site currently contains a small single family residence that is served by a full range of public utilities, including water, overhead power and telecommunications, sanitary and storm sewers which are accessible for use by the future residential improvements to be constructed on the proposed parcel created under this land use application, Soeeial site features (i.e, wetlands. watercourses. steen slones. etc): There are no wetlands or watercourses associated with this site, Estimated auantities and tvne of materials involved if anv fill or excavation is oronosed: No fill or excavation are proposed as a part of this project. Number and size of any trees to be removed: No trees are proposed to be remoyed as a part of this application, Exolanation of anv land to dedicated to the eitv: No public dedications are proposed as a part of this application, Pronosed modifications bein!' reQuested: No modifications are, proposed as a part of this application, - ' Additional nlannin!! anolications reauired for nronosed nroieet: No additional planning applications are required for this proposed land partition, 'I " "i'':,'....,. \ '"~I' WARRANTY DEED -- STATUTORY FORM (' (0 [I' ROBERT JOHN WESTERMANN and JULIE ANN WESTERMANN, Grantor,. conveys and warrants to DEBORAH STROCHLIC, Grantee, the following descr~bed real property, free of encumbrances except as specifically set forth herein, to wit: The"West 58.0 feet of Lot 2, Block 4', SIMMONS ADDITION, as platted and recorded in Book 12, Page 26, L~e County Oregon Plat Records, in Lane County, Oregon. Tax Account No(s): 133254 Map/Tax Lot No(s): 17 02 33 23 06100 This property is' free from encumbrances, EXCEPT: All those items of ;record, .if any, as of the date of this deed, including ~.y real property taxes dua, but not yet payable. The true consideration for this conveyance is $86,000,00 THIS INSTRUMENT WILL NOT ALLOW USE OP THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEPqRE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT' TO VERIFY APPROVED USES AND TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMI~G OR FOREST PRACTICES AS DEFINED IN ORS 30.930. Dated this ;Z~ day ~f October, 2004. 7/;"1J7.& h"L~~ ROBERT Jefm WESTERMANN ClAfl~ ~ tJw~ ~;E ANN WESTERMANN. . STATE OF OREGON, .COtJ'N'rY OF LANE ) SS. me on October 2~ ~ 2004 by ROBERT JOHN ~ OFF'!CJAL SEAL KERRIE L JOHNSON NOTARY PUBLIC. OREGON COMMISSION NO. 379123 ~ u_~ ~O~:ON ~~'RESJUNE23Woa After recording return to: WESTERN TITLE &:. ESCROW COMPANY ~S7 OAK',:;.y ROrlD, SUI':'.m 34.0 EUGENE, OR 97401 Until a change is requested all tax s~atements shall be sent to the following address: DEBORAH STROCHLIC 674 W. 24TH PLACE EUGENE, OR 97405 TITLE NO. ESCROW NO. D_ivision 0' Chief' Deputy Clerk " lane Counly Deeds and Reeords 200~.O~JDII 1111111111111111111111111111111111111111111111111.' $26,00 00638784200400836110010019 RPR-DEEO Cnl=l Sln-_5 101281200402:30'13 PM CRSHIER 07 ' $5,00 $11,00 $10,00 30-0492404 30-0492404 ,',.-.- I t !,-", WESTERN TITLE & ESCROW COMPANY OF LANE COUNTY GUGENElJFF!Cn.4970AKWAYROAD.surrE340.'POBOX Ill'JWo Eugoo<, Orogon97440o ( 54\)48'_3,8goFAX(54t)485.~5<n SUBDIVISION GUARANTEE POAGE ENGIl't'EERlNG & SURVEYING INC ATIN: SUE P.O. BOX 2527 EUGENE, OR 97402 Report No: 50.0479105 YourNo:-- Subdivider: DEBORAH SlROCHLlC SUBDIVISION GUARANTEE GOVERNMENT SERVICE FEE $200.00 $25.00 Western Title & Escrow Company of Lane CounlJ' Guarantees The Oregon Real Estate Commissioner, and any County or City within which said subdivision or [lroposed subdivision is located. That, according to the public records which impart constructive notice 0 fmatters affecling litle to the premiseshercinafterrefefTedtO,wei'ind' Dated as of Seplember 27,2005 at 5:00p,m., title is vested in: DEBORAH STROCHLlC Wc aha find the following apparenlencumbranccs, which includes "Blanket Encumbrnnces"as defined by ORS 92.305 (I) and also casements, rcstrictiveeovenants and rights of way within a period of teo years prior to the effective date hereof:' 2005-2006laxes, a lien in an amouOllO be determined, butnOl yet payable. 2. An easement created by instrument, including the terms and provisions 'thereof, Recorded: . . Januury25,1940 Volume 202,Puge 262, Deed Records BClwecn: Eugene"Springfie1d Land and Waler Company and F.B. Simmons and Clr!raD.Simons And modilied by deed, Recorded: December 21, 1946 Volllme 338, Page 307, Dee<lRecords I' Order No. 50-0479105 Page No. 2 3. Covenants, e.1sements and restriclions, hut omittingrestriclion s,ifany,basedonrace,color, religion, national origin, or pbysical or mcntal handicap, imposcdbyi nSlrumenl,inc]udingthe lerms and provisions lllereof, - Recorded: $eplember9,1946 Volume 330, Page 348, Dec'ct Records 4. An easement created by instrument, induding the terms and provisions thereof, Recorded: March 28, 1968 Document No.: 18959, Official Records lnfavofof: CilyofSpringfield 5. LineofCrcrlil Deed of Trusl, La secure an indebtedness in the amount shown below, and any other obligations secured thereby: . Amount: $64,500.00 Dated: November 4, 2004 Recorded: Novembcr.l5,200:1- Document No.: 2004-087322, Official Records Grantor: DeborahSlrochlk Trustee: Group9,lnc. Beneficiary: Wa,hington Mutual Bank . Loan No.: 0669587792 NOTE: Taxes paid in full for the year 2004 - 2005 Original Amount:- $745.94 Tax LaiNo.: 1702332306100 AccouotNo.: 0133254, Code 19.00 NOTE: The glJ,mmlee docs no! provide affirmative assurances as to the provisions ofORS 92.012- 92.190 which requires that any divi~ion of an existing parcel is a partition requiring governmental approval. We have also searched our General Indc;>; for judgments and Stale and F ederalliensagainstthcgrnntees llamed above and lIod: ), NONE The premises aTC in Lane eoumy, and are described as follows: The West 58.0 feet nfLot 2, Block 4, STlv1MONS ADDITION, as plaued and recorded in Book 12, Page 26, Lane County Oregon Plat Records, in Lane County,Oregon. TIlls is not a repon issued prelimirtary to tbe issuance ofa TilJe Insurance Polic~, Our sea:rch is limited to Ihe lime specified in this Guarantee and the use hereofis intended as an informational report only, 10 be used ine.onjunetion with Lhe development of real property. . "t: \ OrderN~. 50-0479J05 Page No. Liabiliryhercullderis limiled to an aggregate sum of not to exceed $ 200.00. By: Ali Uossard, Title Officer AB/pb Any questiuns concerning this Subdivision Guarantee should be dir~cted to Ali Bos~arrl, :It (541) 431-371 O. NOTE: For copics of exceptions please call OUf Customer Service Departmental (541) 284-8011 or email yourrequcsttoeugene@we5temtitlc,com " / TENT A TIVE PARTITION PLAN SITE ASSESSMENT AND VICINITY" MAP FOR DEBORAH STROCHLIC NW 1/4 SEC. 33 T 17 5, R 2 W W,M. ASSESSOR'S MAP NO. 17-02-33-2-3 It #6100 SPRINGFIELD,LANE COUNTY, OREGON MAY 22, 2006 Lerend ~ Ai.~C', ',",:,'-". '..', , ',;~, Q MNlTARY SEIIERClE^NOLlT ~ WATERHLVE ~ FIREIlYDRANT Ili!I WATER METER .... PQWERPOLE @ STORI1SeWERM^NHOLE @ SANITI,RYSEWERMANHOLE SCALE 1'-30' Owner/P8rHti"ner DEBOIl-'>l-JSTROD-lLlC 074 WE5T 24TH PLACE EUGEr<E. OREGON 97405 CUR~ INLET S-"NITARY SEWER ISIZE AS NOTEOl STORM $SWER (S!ZE AS NOTEO) U,G,WATER I1l'.lNISiZE AS NOTEO) OVERHEAQ UIILlIY LINES OVERHEAD TELEPKONE LINES - l'no~ yl\.R'T 1'1.546 \..~N-P 0.1001- y\../'I.'t ~ _S"'N~ . ~l:rI.ON tl 1'~?-' \,\)106' \.l\.~ 'NO.9'!- y\.p,.1 '. P,1 TL' 13701 -STM- .-w- -'-OHP~.-'- -,..,TEL--;'". p-, TL '3711~ P-1 TL '3702 TL '3800 ,,/r>l " ,,,",,," "",'.<lP.,':""-"o-;.l"~. .'~. or' 24.5' I, "'iW"'" I "'"T.l:r" -~---j- , --,gt:-rD_jEREBT--~~---- . RN? ~'" _ ~fAAY ~ ~ __ _,_ :_._Y_ _t,4~j;~I_*~~. m 1-~ ~ _ _ _l"W<_ _ _ _ _ -'ij A~ ",-~',":"""-"~"-1-_.~"~:" . ;~~l~ ,. , " . \r(U , \Ii,d~~~~EI PARCEL 1 ~ UGHT 4500SQ,~'::.... , , ...,. ...,..-- +<------ . r I", '"' I::: '''' I~ ~ '\,,- - P.POLt , .19063 WlTHSTREEl LIGHT -i',;~,,(, O~ i~ ,~ ...1'8.OF'OS(OACC~ANO UTo..ITYEAs[~NT TostRVEPAAtl:L1 , TL 116001 "-I@r ~tI ',i:l'}, ~~' ~ _ ~,:,~<O~ 0;0 !lEUOYID Genera,l N_o_~__ I,SITE/lODRESS 5059DSTREET ' " SPRINGFIELD..OREGON9747! 2 THE SUBJECT PROPERTY/ISWELL/lSTHE ^DJ^CENT PROPERTIES IS ZONED LOR ILOW DEtlSITY RESIOENTI^U TL 16300 TL #6200 TL '6002 .'Sjle_h~5_~.!IlmeIlt Nn!"R I, THERE ^RE NO\,^TER COll1l5ES IDENTF:ED 0"1 TH. W^T.R OU^LlTY LI~1ITfO 'W^TERCOURSfIWOLI'i!'M^PTIl^TCROSSTHESUBJECTPROPERTY. 2. THE PROPERTY ^PPEARS ONF,EJI..... COMMUNITY PANEL NO,410J9CI152-F ANDaVGRAPHlCPLOn1NGTHESITEFALLSWITH1NAlO~X\'l'HICHIS ,OVTSIOE THE BOUNOMIESOF THE SPECIAL FLOOD H^ZARD'MEA J CONTOURS SHOWN HEREON ARE'BASED ON cnv O~ SPRINGFIELD DATUM P~~ BENCHMARK DESCRIBED /IS A CHISELED SOUARE AT HIE NORTHWE5T CORNER OF THE CURB INLET AT TI-lE,SOUTHEI\ST CORNER OF 49TH ST,ANDDST. ELEV.492,20 _'4THEDESIGN^TED,WELLI-'E^DPRDTECTIONMAPtlDICIITESTK'ESUBJECT p~OrERTY IS LOC^TED WITHIN ^N /lREI\ OF C()tlCENTR~TI()N H^VING 1\ 20 YE^R ,TII1EOFTR^VELCL^SSIFIC^TION 5'^SSPECIfICEDINT~'SOIlSSURVEYOFlN'lECOUNTY-THESlrECONSISTS OF,SALEM-URB^Nl~ND COMPLEX SOIlS TI\BlE 14 OF THE SOILS SURVEY INOIC^TES'THf OEPTHTD GROUND WI\TER INS~LEM-UR8^N L^NO CDMPLfX SDIlS IS GREATER TH/lN 6 FEET. PARCEL 2 ~706S0.n, ~ 'l.---,~!S----' "Solar A~cen PI\RCEl 2'ISIN COMPUANCE WITHTHESQLAR/lCCESS STI\NDMDS OF SDC SECTION 34.DIOIJJlbllll 6EC^USE IT HAS/I NORTIl-SOUTH DIMENSION IN EXCESS OF'90:FEET ^ND ITS FRONT LOT'llNEIS'ORIENTI\TED WITHINJO DEGREES OF THE TRUE E^Sr-I'IEST I\XIS.P^RCELI^LSO HAS ITS FRONT LOT UNE ORIENTATEO WITHIN 30 DEGREES OF THE TRUEE^5T-WESTI\XIS.HOWEVER:PMCELIONLVIMS^NORTH-SOUIH DIMENSION OF 76 FEET. PMCEL liS EX'OMPT FROM TIlESOLM I\CCESS STMDMDSUNDER,SDC,SECTIONIS.OSD(SI(eJIJllolBECAUSETHEEXISTING STRUCTUREONP/lRCELIWOUl05HAOETHE'STREETRIGHTOFVI^Y - WHlCHIS^ NOI/.OEVELOPABLE ^RE^. TL 16000 'l'Iih I~ "'- ~--,,,c---;rf- . =:fP~~;,~'" ~I -+ . - - .\ ~101ll<l-;~ USElIE~T .'--WmmwENT -( ~~ ~j~~ n, I~ lJJ€:CO.OI1!:GOODEEORl'COOOS . ~,,/ lIN11fEtlr I REGISTEREO l PROFESSIONAL' LAND SURVEYOR '~ I ..1~1fO:.. .1 JON^TH^:%s^. OAKES) ."PI~'" CECEt1llEt J<. 200. 17-02-33.3-2 TL 4400 Tentotlvl' PaTtitinn Not"s I, niEREARENO EXISTING OR PROPOSED TR^NSH FACILITIES I\DJ^CENT TO THE SITE. THENE^REST TRAN511'STOP IS LOC^TED ^T THE tlTERSECTION OF 5!ST ST. A ND MAIN ST. WHICH IS APPROXIMATELY 200,FEET EMT I\NIl I~OO FEET SOUTH OF THE SUBJECTPROP!'RTY. POAGE B_Nc:;INBBRING '&; SURVBYlNG, INC. P.O. !OX tH1.. RUGEN!, OUGON 91tOl ' (HI) US-HOS jO! 1.10..1101, OWN. n !<\.O/3101,~<d, DAU, j-Q!-Q6 PAGB I OF 2 "- /