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Application APPLICANT 6/26/2008
Date Recelvel. City of Spnngfleld Development Services Department 225 Fifth Street Spnngfleld, OR 97477 JUN 2 6 2008 ~~ Original Submittal ,~ Land Division Tentative Plan Partition, SubdivISion Applicant Name: \20..- ,-u,-,-I) !?L-A-l-, Icompany: IAddress: , IAPPllcant's Rep: VC>r-tl\-n+A-\..l b, c9~ [company, QoA6~ ~1...lIz.IUU'-'L. J "ZiJVL'-{IZ-'-f(l.v:, ll-(C IAddress, po tJ>,O'l- 'Z..'S>2-1 ~U~I-l.E- oa....- Q,402- , I Property Owner: Icompany' IAddress' , \444 ,,~ LA1-tE- -:,p l2.- \I-L(O j::.,lZ<A:> ~o..L en 4-'1'1 Phone: %S-"'-soS Fax: ~'3 .. SI.:o'Z4- ~kM.,,= A<? A1:>PU~T' Phone: Fax: ASSESSOR'S MAP NO' l1-o'Z-..?4-- \':2, ITAX LOT NOeS): Zoo Property Address: L'5D N. 9- ItXtJ ~ 'ST "';>1> /2..1"'-'~ P-L1z..u}., O<2-l'jlD~ "l'*'<b Size of Property' O-le":> IProposed Name of SubdivIsion' l-~ PAe...T\TlO I-i I Description of If you are filling In thiS form by hand, please attach your proposal descnptlon to thiS applIcation ProDosal: D '>..lt~1Z.... T1/l...Az..;r I>-<'TO iW2...I"F_ D~'-, IExlstmq Use: ~0\ D!Z.f..(,\A-<- 1# of Lots/Parcels: 2;, IAvq, Lot/Parcel Size, '\t% Si natures: Please Sl our name and date In the a Acres R Square Feet D_ I sf 'Density: '5 0 du/acre nate box on the next . . - - ASSOCiated Applications: Siqns: / ~~ ~ rh. (-).))0'" Ipre-sub Case No :1=\'c:2ID~-8~CiS '2- Date' ReViewed by: Icase No,' ::;}u6Zn\'?___-()r;:j(::;,~o Date: eJZf../n((l, I Reviewed by' -+r,,,,-- IAPPllcatlOn Fee: $ l:Ft '2 Cf ITechnlcal Fee: $ -Z '3 <.. Y." 1 Postaqe Fee' $ Ie; r' ~TAL FEE~ $_.5 )71\ 4...'<: 1 PRQ.JECl".....N~B_ER.=... tP(ZJ?~1\:-..~"t2. z..,. ReVised 1/1/08 Molly Markarian 1 of 10 Owner Signatures This application form Is used for both the required pre-submittal meeting and subsequent compLete application submittal. Owner signatures are reqUired at both stages In the application , -process An a~plication without the Owner's original signature will not be accepted. Pre-5ubmlttal ~ The undersIgned acknowledges that the tnformBbOn In thl5 appllcatJon Js: corn!ct and accurate for sCheduJlng t)f the p~ Submlt"~l Meeting Owner: ,-; c y I'" J,. ~ '"f:/;r Date: Slgnaturz T Print Submittal Owner: 1 represent thiS appllcabon to be comDlete For submIttal to the Crty Con$Jstent with the completeness check performed on this eppIJcat10n at the Pre-Submittal Meeting, I affirm the mformatlon IdentIfIed by the City as necessary for processing the application IS ProVided herem or the Information will not be provlaed .f "ot otherwise contained within the Siubmlttal, and the City may begIn processing the appl1tat1on with the I"formatlon as subtnltted ThIS statement serves as wntten nobce pursuant to the requL,..,.,._........ of ORS 227 178 pertflll'llng ro 8 complete 'PPIIC'~ 1f. :L!/tJ Date: 6'-/7-2 O() ~ , Signature I " '. '. ." f{o y \, ..:';' '. Print W, L UNIJ/5ZAf) ~ ,:. 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" o. -< c!2. 21- / .. n WRITTEN STATEMENT SUPPORTING THE CREATION OF A 3 PARCEL PARTITION FOR ROY LUNDBLAD LOCATED AT 750 66TH ST., SPRINGFIELD, OREGON ASSESSOR'S MAP NO. 17-02-34-1-3 TAX LOT 200 Date Received PrOJect name. sIZe and locatIon of orooertv. JUN 2 6 2008 MInor PartItIOn for Roy Lundblad Onglnal Submittal The apphcant IS proposmg to partitIOn a 28314 sq ft tract of land Into 3 Parcels The property IS located at 750 66th Street and Includes all of that property shown as Tax Lot No 200 on Assessor's Map NoI7-02-34-1-3 Zomnl! and ulan desll!Dation of the SJte and adJacent urooertIes The subject property as well as the surroundIng propertIes are all zoned Low DenSIty ReSIdentIal , and are deSIgnated Low DenSIty ReSIdential 10 the Metro Plan The subject property IS not WIthIn any adopted refinement plan boundanes Prooosed use ofthe develoument area and scooe ofthe orooosed develooment I The apphcant IS propOSIng to partItIOn the subject property Into 3 parcels to create an addItIOnal 2 lots for res]dentIal houslOg purposes The subject property currently contaInS an eXIstIng SIngle famIly reSIdence located In the center of the property whIch wIll be contalOed WIthIn Parcel 2 ofthe proposed partItIOn Parcell and Parcel 2 wIll be panhandle parcels utIhzlOg a common access dnve on the 66th Street Cul-de-Sac frontage The panhandle dnve to Parcel I WIll be a SIngle user dnveway WIth a paved surface of 12 0 feet Parcel 2 and Parcel 3 wIll share a common dnveway havlOg a pavlOg WIdth of 18 0 feet All dnveways haVIng multIple users WIll be contalOed WIthIn a JOInt access easement and maIntenance agreement to be recorded In conjunctIon WIth the final partltIOnlplat All pubhc , utIhtIes now servIng the eXIstIng structure wIll be aVaIlable to the proposed parcels vIa the eXIstIng water malO, underground electnc facIhtIes and sanItary sewer systerb located In the 66th St Cul-de-Sac Access: Access to all parcels WIll be VIa a shared curb cut located on the 66th Street Cul-de-Sac whIch has been fully Improved to CIty of Spnngfield deSIgn standards '\ Pro Dosed off-site ImDrovements No off-sIte Improvements are proposed as part ofthe partItIOn Where more than 5000 souare feet of imDervlOus surface IS nroDosed describe the stormwater ouahtv measures to be utIlIZed and nrovlde enom>:h detaIl to demonstrate they will work ThIS applIcatIOn does not propose to construct more than 5000 sq ft of neW ImpervIOUS surface The stormwater runoff from roof drams wIll dIscharge mto mdIvldual on-SIte drywells Stormwater runoff from the proposed access dnves W]lI shed to on sIde of the dnveway and I collect mto a french dram adjacent to the edge of the dnves These french drams wIll m turn dIscharge mto the eXlstmg curb and gutter system located m the 66th Street Cui de Sac VIa weep holes m the curb : Current use of sIte and any eXlstm!' Illlnrovements: The sIte currently contams a small smgle famIly resIdence that IS served by a full range of publIc utIlItIes, mcludmg 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 tills land use applIcatIon SDeclal site features h.e. wetlands. watercourses. steen slones. etcl, There are no wetlands or watercourses assocIated wIth thIS SIte Estimated ouantltJes and tvne of matenals mvolved If any fill or excavatIOn IS nronosed: 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 removed as a part of thiS applIcatIOn ExnlanatlOn of any land to dedicated to the Cltv' No publIc dedICatIons are proposed as a part of thIS applIcatIOn Date Received Pronosed modificatIOns belD!' reouested: JUN 2 6 200S No modIficatIOns are proposed as a part of thIS applIcatIOn Onglnal Submittal Additional nlannlD!, annhcatlOns reoUlred for nronosed nrolect: No addItIOnal planmng applIcatIOns are reqUIred for thIS proposed land partItIon 041-17/2006 16 46 FAX 541 736 102' 04/17/2006 08'21 F~ 5414855624 CITY OF SPRINGFIELD PW POAGE ENGINEERING IiII 002 @002 r \ ( SPfnNGFun.D_ " ~AI~~~~*"--"'.W.".P.. PUBLIC WORKS DEPARTMENT I Engmeenng DMSlon Phone, (541) 7:26-3753 Fax: (541) 736.1021 I STORMW A TER MANAGEMENT SYSTEM SCOPE OF WORK I _ (Ar"" below this linefl1Ied I>/./t by Applicant) - I (Please retu.rn 10 M.<Ut Sll>utkr@ C~ 1>/ spf'trtgfield Pithlle Works Engineering; F= # 736;/021, phone # 736-10)$) proJcctNamc. aAlL.lDrz- p~m\;l\-1 Applicant. 00.Lk0~"!' ~ A1lsessors Parcel #: Datc: 4-. n Q(.o Land V5C(B)~ Phone #: 9\-l- 4:BS- 4-sos Project Size (Acres): FAA #: ~ - 4f;::;- 50zd App~~x.llI!pC~lOUS ~rea._ Email: ~() I'DI4E..1-iJ!T ~...... ~~,~ .._ _.._ .~ ~1 ~I -, , r ,,, 111.-; Project Description, (Include a copy of A"-'lOSsor's map): 1:::>\'-Ilt:>'ii!-- ~.r~ -r1Ir-'f'- '-""'" ll-L-"T'<:> ~ ~ ,b<-h Drainage Proposal (public connecnon(s), discharge locatlon(s). etc Attach additional shcct(s) If necessary r t::>C-l.....~"'-'~-C x.J,{1..'--",=>~ ,.., o~""'tl>E- --\: e..oi.A..e:..:...7€-b J.I-ir J;r ~ 't:>~j.../. ~ ~\U- "'\-:;..;....t-;>.oe~f "TO ~rc...>-:>~ ~t-l.. A "-'~~. Proposed Stol"lnwater Best Management Practices~ ?l21!--<rtZ-~~ cP ~~~ ~I.V- 0<::-' 'YlL- wtn, 'IWQ.. ~.(v-<::x ~'V'L"*,,, ."",. 'OK!- ~~ ~'"'-u- ~ ~""'..... '/2c:;<:AL CJF ......-.te-~~ _ (Araa belnw tillS /me filled (Jut hv Ihe c.fV tDtd Refilmed fn the .4'.!nllcutttJ.-- (,4t aml/'llmum, all bro:es checkd by the City on1hefroill and bcu:kofthzs sheel lhall be submt'tred fo" an applicatIOn to be oompleiefor ,ubm.rlal, althou;;;h other re'l"I,."menl. may be nece.<sary) Dr.l1ma!!"e Study Tvue lEDSPM Section 4.03.2): (Note. UH mllV be sllbshtuted for Rations.! Method) fil Small S1te Study - (use RatlODal Method for calculations) o Mid-Level Development Study - (use Umt Hydrograph Mot.'tod for calculatIons) o FuJI Drainage D"velopment Study - (use lJnlr Hydrcgrapb Method for calculatlOns) Environments.l Considerations: -l;j Wellhead Zone, ;2- S- Yr 7~ 1 n"Yl!.- ii WetlandIRJ.panan. JJJ.I.. 8 S011 Type o:I.S-- 4l,.a.1l........" tJ/~ ifi1() Down~tream AnalVSIS: ~ N/A [j F10w we for starting water sUIface elevatJ.on- o DeSIgn HOL to use fOT startIng water surface ele...anon I o ManholelJunctlon to take amJ..,~:~ T^. I 1Ir'1t ill ~ r ill W-I -i"u - Rctum to Mntt Stouder @. Clty!~~~nn~el~' emall A toudet'(Q)cI..<nrin!(1'ield.or'us} FA?;: f541) 736-1021 ~~ APR 1 7 2006 !' ua1e Kecelveo ~ ~ S HillSide Development: Floodway/Floodplaln OtPcer Junsd1cttonS NJ-If A.t,.IA - By. JUN 2 6 2008 I Onglnal SubmittaL I , 04/17/2006 16 46 FAX 541 736 102< CITY OF SPRINGFIELD PW Il1i 003 , " COMTLETESTUDYITEMS 1Fa~ ~.fiClal 0'0 OnlY" ~ " Based upon the mfonnanon prov,ded on rhe front of !hzs sheer, rhe folI<TWmg represents a mm!J1l= of what IS neededfor an applzcallOn ro be complete for submzttal wlth respect to dramage, however, tJus Irs! should not be used zn lu::u ofrhe SprIngfield Development CDde (SDe) or the CUY'$ Engmeermg Deslg?1 Manual Complumce wlth these requlreme:nts does not constItute srte appraval, Addznonal srie <pecific mformatwn may be requrred Nole Upon scopmg shed suhm,ttal, ensure complded form has been sIgned In the space prIJVIded below Intemn DesIgn Stand.ards/W ater QnalIty (EllSPM Chapter 3) R~'d~ - o ~ All DOD~btUJdmg rooftop (N'BR) imperviOUS smfaces shall be p.e-treated (e g ;multi-chambered catchoasm w/oll filtratIon mecha) for storrnwlrter qualrty AddrtlOnalJy, a mlwroum of 50% of1he NBR llDpervJOUS surface shall be treated by vegetated metl10ds - o 6 Where reqwred, vegetanve stormwater desIgn shall be COIJ.SlStent Wi1h mt= desIgn standards (EDSPM SectJon 3 02), set fortb by the Bweau ofEnvrronmenb3l Serv:tces (BES) or Cleau Water Semces (CWS) - o fi FOT )JeW :N'BR llDpervlOliS area less than 15,000 square feet, a slJIlplrlied desIgn approach may be followed as spocrfied by 1he BES for veg<ta1lve U'ea1rnent. o ~1f a stonnwater treatment swale IS proposed, SUblllll eakulatlOlL'lispeCl!)catlOll!l for Slzmg, velOCity, flow, s,de slopes, bottom slope, and seed = conslste1;1t WIm either EES or CWS requrrements o Eflr Walor QualJty caleulauons as reqlll.red lTI Sectlon 3 03 I of !he EDSPM o Fj All buildmg rooftop mounted egmpment, or other [hud conla=g eqmpment localed outsIde of1he buiJomg, snal! be provjded mth secondary comamment orwea1b.er reSJstmt enclosure Genenzl Study Req uJrements (EDSPM SectJon 4 03) g 0 Dra:mage study prepared by a ProfesslOn.al CIVIl EngIneer hcensed m the state of Oregon o ~ A complete dramage study, as requrred m EDSPM SectJau 4 03 I, mcludmg ahydrologlcal study map ~ 0 CalculatlOns sbowmg system capacIty for a 2-year storm eveut and overflow effects ofa 25-year storm ev=L o ~ The 1:1t:ne of concentratlon (Tc) sball be detemuned usmg a 10 nunule slHrl t1me for developed basms Review of Downstream System (EDSPM SedlOn 4.03.4 C) o eiI A downstream drarnage analysIS as desctlDed m BDSPM SectJon4 03 4 C On-slte dralnage sbaJJJ>e ~ov\lll'<d by the Oregon PlumbIng SpeCIalty Code (OPSe) ua~e t<.ecelved o ~ ElevatIOns of the RGL and flow Imes for both crty and pnvate systems where apphcable Design of Storm Systems (EDSPM SectIon 4 04) JUN 2 6 2008 I1i! 0 Flow Imes, slopes, nm elevanO!1S, pIpe type and s,us clearly mdlcated au the plan set. o 2j:M5mmum pipe cover shall be 18 mebes for remforced plJ'e and 36 mches for plam concrete~9'E1~~~I!ti',~u"L, v, proper engmeermg ealculanoll!l shall be prOVIded when less The cover shall be SuffiCIent to support an 80,000 lb load wrthout fmlure of the pipe structure o ~Mannmg's "n~ values for p1pes shall be oonslStent WJ1h Table 4-1 of the EDSP AJl storm pIpes shall be des>gned to aclneve a DJ1IlllDum yelOclty of three (3) feet per second at 05 p1pe full based on Table 4-1 es well OtherlMisc ~ 0 ExI,tmg and proposed contours, located at one foot mterval. Include spot elevanons and SIte grades shoWJllg how S1re drams -. 0 Pnvate s'tonnwater easements shall be clearly depIcted on plans when pn'Vate stormwater flows from one property to another o ~Drywells shall not reoelve runofffroro any surface wlo bemg treated by one or wore BMPs, with the exceptIOn ofresldenhal buIldmg roofs (EDSP Secbon 3 03 4 A) AciciInonal proVlslOlls apply to 'i:h1s as required by the DEQ Refe:r ta the We:bSll:!,; www.defl...state or us/wa/!!TonndwaJmchome.hcm for more Information o ~etenuon ponds "shall be deSIgned to lmut runoff to pre-development rates fDr the 2 through 25-year Stornl events 1:Th:s fonn shall he included as an. atulcJz.ment, l1lSJde thefront cover, of the sturmwater study I * IMPOllTANT- ENGINEER PLEASE READ BELOW AND SIGN! j As the ~gmeer ofrecorc4 I hereby ceri1:fY the shove :reqrnred rtems are /./7 -/ / r complete and included W1!h 1he sobl1lltted stmmwater study Brld plan set SlgnaturelJ".4:...A /~ Dat~ ~~t? I I Forro VersIOn 2 March 2004 . ., ENGINEERING & SURVEYING. INC i ' STORM DRAINAGE STUDY for LUNDBLAD PARTITION (66th Street) AprI121,2006 r t ~ !Date Received ~ JUN 2 6 2008 OriglOal Submittal CIVIL/ ENGINEERI^fG 0 SURVEYING PO BOX2527 EUGENE, OR 97402-0152 990 OBIE ST 541/485-4505 FAX 5411485-5624 WWWPOAGENET ! ,I { OVERVIEW ThIS storm dramage study IS bemg prepared m accordance wIth the CIty ofSpnngfield Engmeenng Des]gn Standards and Procedures Manual (EDSPM) The Dramage Study type requlTed for tills project gIVen the parameters specIfied m SectIOn 4 03 2 of the DeSIgn Manual IS a Small SIte Development Study The hydrologIc calculatIOns shown on the followmg pages are based on a 2 year and 25 year storm events usmg the Santa Barbara Urnt Hydrograph Method for calculatmg runoff The hydraulIc calculatIOns for the proposed storm dramage system were done usmg Haestad Methods Flowmaster Software Only the pole portIOn of the flag lots (Parcell and Parcel 3) are mcluded m the calculatIOns as Impactmg the publIc dramage system Parcell contnbutes maXImum flows of 0 03 CUbIC feet per second (cfs) and 0 04 cfs through the 3" pIpe connectIOn to the street for the 2-year and 25- year storm events, respectIvely Parcel 3 contnbutes maXllUum flows of 0 03 cfs and 0 05 cfs through the 3" pIpe connectIOn to the street for the 2-year and 25-year storm events, respectJvely The combIned contnbutIOn from Parcell and Parcel 3 to the pubhc system (through the pIpe and overland) IS 0 06 cfs and 0 11 cfs for the 2-year and 25-year storm events, respectJvely No other development on the remammg portIOn of the property IS proposed to dram to the pubhc storm draInage system Runoff from roof drams of future bUlldmgs on Parcels 1 and 3 wIll be dIsposed of WIth on-sIte mfiItratIOn facIhtJes The mfiItratJon facIhty deSIgn wIll comply WIth all applIcable state and local regulatIOns and reqUIrements ( - CONCLUSIONS Based on the deSIgn cntena reqUIrements of the EDSPM the proposed storm dramage system can handle the deSIgn storm event The 3" pIpe connectmg to the street system (3" weep hole ill curb) has the capacIty to cany flows from the sIte for the 2-year and the 25-year event The publIc dramage system WIll not be sIgmficantly Impacted by the combmed flow from the proposed development for tlus partJtJon 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 mlets and/or catch basms Date Received JUN 2 6 2008 Original Submittal Lane County Area, Oregon SOlI name and map symbol 15E* McCullj--------- 16D, 16Ft 16H---- Bohannon TABLE 13 --PHYSICAL AND CHEMICAL PROPERTIES OF SOILS--Contloued Dept h In 0-11 11-55 55 0-11 11-24 24 17--------------- 0-60 Brallier 18--------------- 0-38 Brallier Variant 38-60 19--------------- 0-8 Brenner 8-55 208-------------- 0-20 Brledwell 20-38 38-60 21R*, 21C*, 21E*, 21G* Bu llards------- 0-4 4-58 58-61 Ferrelo-------- 0-10 10-47 47 -6 0 22--------------- 0-14 Camas 14-60 23 ' Camas----------- O-l~ 14-60 Urban land 24-------------~- Chapman ~- 25' Chapman--------- Urban land 0-8 8-42 .12-50 50-60 0-8 8-42 42-50 50-60 26--------------- 0-13 Chehal1.s 13-55 55-70 60-70 27' Chehalls-------- 0-13 13-55 55-70 60-70 Urban land clay Pct 30-40 45-55 15-25 18-30 5-20 27-35 40-50 18-25 18-35 10-20 8-18 8-18 2-5 10-18 10-18 2-10 5-10 0-5 5-10 0-5 18-27 20-35 5-20 0-15 18-27 20-35 5-20 0-15 30-40 25-35 15-35 15-25 30-40 25-35 15-35 15-25 See footnote at end of table MOist bulk dens 1 ty G/cwj 20-1 30 20-1 30 o 90-1 20 1 00-1 30 o 10-0 20 o 10-0 20 o 80-1 20 o 90-1 20 1 10-1 30 1 10-1 40 1 20-1 40 1 20-1 40 1 20-1 40 1 20-1 40 1 60-1 80 1 10-1 30 1 20-1 40 1 40-1 60 1 30-1 50 1 40-1 60 1 30-1 50 1 40-1 60 1 20-1 40 1 20-1 40 1 30-1 50 1 40-1 50 1 20-1 40 1 20-1 40 1 30-1 50 1 40-1 50 1 20-1 40 1 20-1 <10 1 30-1 50 1 40-1 50 1 20-1 40 1 20-1 40 1 20-1 50 1 20-1 50 Permeabillty "f!1/hr o 6-2 0 o 2-0 6 2 0-6 0 2 0-6 0 o 6-2 0 o 6-2 0 o 6-2 0 o 6-2 0 o 06-0 2 o 6-2 0 o 6-2 0 6 0-20 o 6-2 0 o 6-2 0 2 0-6 0 o 6-2 0 2 0-6 0 2 0-6 0 2 0-6 0 ) 20 2 0-6 0 >20 o 6-2 0 o 6-2 0 2 0-6 0 6 0-20 o 6-2 0 o 6-2 0 2 0-6 0 6 0-20 o 6-2 0 o 6-2 0 o 6-2 0 o 6-2 0 o 6-2 0 o 6 -2 0 o 6-2 0 o 6 -2 0 IAva11ab1e water capaclty In/ln 5011 reactlOn o 17-0 21 5 1-5 5 o 14-0 16 4 5-5 0 o 12-0 15 4 5-6 0 o 09-0 15 4 5-6 0 Eros ion fac".ors Shrlnk-swel1 potentlal K T pH Low---------- 0 17 Moderate----- 0 20 Low---------- 0 10 Low---------- 0 17 o 30-0 40 3 6-5 0 Low---------- 0 00 5 o 30-0 40 5 1-7 3 Low---------- 0 00 5 o 16-0 20 6 6-7 3 Low---------- 0 28 o 19-0 21 4 5-5 5 Low---------- 0 28 5 o 15-0 17 4 5-6 5 Moderate----- 0 24 o 12-0 19 5 1-6 5 o 12-0 18 5 6-6 5 o 04-0 06 5 6-6 5 o 11-0 13 4 o 06-0 10 4 o 05-0 07 5 5-5 5 5-6 0 6-6 0 o 11-0 18 5 1-6 0 o 12-0 17 5 6-6 0 o 08-0 13 5 6-6 0 Low---------- 0 17 Moderate----- 0 24 Low---------- 0 20 Low---------- 0 20 Low---------- 0 17 Low---------- 0 24 Low---------- 0 24 Low---------- 0 20 Low---------- 0 20 o 07-0 09 5 6-7 3 Low---------- 0 10 2 o 03-0 05 5 6-6 5 Low---------- 0 10 o 07-0 09 5 6-7 3 Low---------- 0 10 2 o 03-0 05 5 6-6 5 Low---------- 0 10 o 19-0 21 5 o 13-0 16 5 007-0106 o 05-0 08 6 o 19-0 21 5 o 13-0 16 5 007-0106 o 05-0 08 6 6-6 5 6-6 5 1-7 3 6-7 3 6-6 5 6-6 5 1-7 3 6-7 3 o 19-0 21 5 6-6 5 o 17-0 21 5 6-7 3 o 17-0 21 5 6-7 3 o 19-0 21 6 6-7 3 o 19-0 21 5 6-6 5 o 17-0 21 5 6-7 3 o 17-0 21 5 6-7 3 o 19-0 21 6 6-7 3 Low---------- Madera te----- Low---------- Low---------- o 28 o 32 o 20 o 10 Low---------- Mode ra te ----- Low---------- Low--------~- o 28 o 32 o 20 o 10 Moderate----- 0 32 Moderate----- 0 32 Moderate----- 0 32 Low---------- 0 32 Moderate----- 0 32 Moderate----- 0 32 Moderate----- 0 32 Low---------- 0 32 3"-9 O~anlC matter Pct 4 7-12 3 4-6 50-70 50-90 '-8 , 3-6 5 4-7 5 5-8 1-3 1-3 4 3-5 4 3-5 5 2-6 5 2-6 Date j:.Ie'~fll"f:;r JUN 2 h 2008 'Jngrnar Submlltal_ o ~ .a ::; !!!. (j) c C" 3 :;: 2.. TABLE 14 --SOIL AND WATER FEATURES--Cont~nued So~l name and mal? symbol [----------~-- ~~ ----- Duration Months Depth 16D, 16F, 16H----- Rohannon 17---------------- BrallIer 18---------------- Bralller Varlant 19---------------- C/D Brenner 20B--------------- Rrledwell 218*, 21C*, 21E*, 21G* Bullards-------- Ferrelo--------- 22---------------- Camas 23* Camas------------ Urban land ------, 24---------------- Chapman ~*-~-~~ ~ Chapman---------- ~ I " ~'--1-----0 Uruan an 26---------------- Chehal1 s '- c:: :z: ..... en ~ = 00 27* C)chehalls--------- Dl Citurban land ;(j8C, 28E---------- Q) ChehulpuPl o (Il2 9---------------- <:: Cloquato ~O* Cloquato--------- rloodlnq~- Hlqh water t:ble Hydro- loglc Qroup KInd Months Frequency Ft C ) 6 0 None-------- o Frequent---- 8r1ef----- Nov-Mar +1-2 0 Apparent Jan-Dec o Frequent--~- Brlef-~-~- Jan-Dec +1-2 0 Apparent Jan-Dec Frequent---- 8rlef----- Dee-Apr 0-1 0 Perched Dec-Apr B ) 6 0 None~------- B None-------- )6 0 B None-------- >6 0 A Occas1onal Br1ef---~- Nov-May ) 6 0 A Rare-------- >6 0 B Rare-------- )6 0 B Rare-------- )6 0 B Occas1onal 8rlef----- Nov-Mar >6 0 B Occas1onal 8rlef----- Nov-Mar )6 0 C None-------- )6 0 B Occas1onal Very brlef Nov-f1ar )6 0 B Occasional Very br1ef Nov-Mar )6 0 See footnote at end of table Bed 'ock ---"'""Rlsk of w '" o corToSlon Depth Potentlal Hardness frost action Concrete Uncoa ted steel In 20-40 Soft Low------ Hlgh ) 60 Hlgh----- High > 60 Hlgh-~--- High >60 Hlgh----- Hlgh ) 60 Moderate Moderate ) 60 Moderate Moderate )60 Low------ Moderate >60 Moderate ~loderate ) 60 Hoderate Moderate ) 60 Moderate Moderate ) 60 Moderate Moderate ) 60 Low------ Moderate Moderate ) 60 Low------ Moderate Moderate 10-20 Soft Hlgh----- Moderate ) 60 Low------ Moderate Moderate > 60 Low------ Moderate Moderate rn R rn c < '" '< Table 1 3 Runoff curve numbers for selected agncultural, suburban, and urban areas (Sources TR 55, 1986, and Storm water Management Manual, 1992) CNs for hydrologiC sari group A B r 0 Cover tVDe and hvdroloQlc condltlon Curve Numbers for pre_Development ConditIOns Pasture, grassland, or range-continUOUS forage for grazing Fan condltlOll (ground cover 50% to 75% and not heaVily grazed) Good condltlOu (ground cover> 7 5% and hght1y or only occasIonally grazed) Woods Falr (Woods are grazed but not burned, and soUle forest hlter covers the sOlI) 36 . Good (W oods are protected from grazmg, aod hlter and brush adequately cover the soll) 30 curve Numbers for post_Development ConditIOns Open space (lawnS, parks, golf courses, cemetenes, landscaping, etc )' FaIr condltlOU (grass cover on 50% - 75% of the area) Good condItIOn (grass cover on >75% of the area) impervious areas Open water boetles lakes wetlands, ponds ete Paved parklng 10ts, roofs, dnveways, ete (exclumng nght-of-way) streets and roads Paved Gravel (mcludmg ngbt-of-way) Dm (mc1udmg ngnt-of-'.V3.Y) Pasture, grassland, or range-continUOUS forage for grazing poor caudroail (ground cover <50% or heaVily grazed wIth nO IDulch):,,^, FaIr condItIon (ground cover 50% to 75% and not heavIly grazed.Y_O~' c- ::.~~~,-,:;; Good coodmon (ground cover >75% and hght\y or only occaslon€l\y grazed) Woods . - _\- 0 C -', - ' . Poor (Forest htter, small trees, aod brush are destroyed:by heavy , grazmg or regular burnmg) e : Falr (Woods are grazed but oat burned, and.some forest htter covers the sol1) Good (Woods are protected frOk1 azm, ;':;d htter aod brush ade uatel cover the soll) Srngle family residential' \ -- Shoulej jJ.nlY be used for Average Percent Dwellrng UnrVGrosS Acre ' subdivISions> 50 acres ImperviouS area2 3 10 DU/GA _' 15 ~ 1 5 DUIGA _.? " _ __ 20 2 0 DUIG:&' _~ 25 2 5 6UIGA ,c< 30 3 0 GU/GA __, 34 35DI'11GA 38 4 0 DU/PA 42 4 5 DUIGA 46 5 0 DUfGA 48 5 5 DUIGA 50 6 0 DU/GA 52 6 5 DU/GA 54 7 0 DU/GA 56 7 5 DU/GA 58 PUD s, condoS, apartments commercial %lmpefVIOUS Separate curve numbers shall bUSinesses Industnal areas & must be be selected for perviOUS and & subdiVISions < 50 acres computed ImpervIOUS portions of the site For a more detailed and complete descnptlon of land use curve numbers refer to chapter two (2} of the SOil Conservation Services Technical Release No 55 (210-VI-TR-55 Second Ed June 1986) , Composne eN s may be computed for otber combmatlOUS of open space cover type 2 Assumes roof and dnveway runoff lS dIrected mto street/storm system 'Where roof runoff and dnve runoff are mfiltrated or dIspersed accordmg to the reqUlremeots m Cbapter 2, the average percent ImpervlOUS area may be adjusted m accoroance ,nth the pi"oced"re descnbed lu"1der Flo"" Cred,t for Roof Downspout lnfiltrauon and "Flow CredIt for Roof Downspout DlSperslOn III Chapter 2 49 39 69 61 -1 60 55 77 68 ,..-;;" ~ 80 100 98 100 S8 -~-- "- _ 98' _:>'76 -, ~i 98 1. 8S ~2 ^O - I~ ,- " - - -, - ~ \. _ 68 " 49 39 45 36 30 79 74 73 70 90 86 100 98 79 69 6\ 66 60 55 84 80 79 77 98 89 87 92 90 100 98 98 91 89 ',I 89 8" 80 83 79 77 86 79 74 77 73 70 Separate curve number shall be selected for pervIous & ImpervIOUS portIons of the sIte or baSIn August 2000 Volume ill _ HydrolOgiC AnalYSIS and Flow Control Deszgn Ii Ii / j I ~ Y J:.J<ru;te'12C6IveO JUN l 6 ,2008 ')nglfl<ll ':ilJt!l),lttal , . Developed 2'year, SCS Type 1A, 24 hour Storm LUNDBLAD PARTITION (66th St - Parcell) DEVELOPED CONDITION total area = 1200 003 (acres) FIleNo 3741 D2 QPW pervIOus area = 240 001 (acres) 04/21/06 ImpervIOUS area = 960 002 (acres) pervlOus CN = 85 S= 17647 o 2S = o 3529 ImpervlOus CN = 98 s= 02041 o 2S = o 0408 total depth ram Hyrdologlc Pt= 3 12 (mches) SCS SOlI Type Group nata Received: dt= 10 (mm) Chapman Urban Land (25) B 24-Hour SCS Type IA DeSIgn Storm - 2 Year JUN 2 6 2008 PERVIOUS IMPERVIOUS On91Oal submittal Ramfall !ncre Ramfall Accum Accum !ncre Accum !ncre Total Instant TIme dlstr Ramfall Incre Ramfall Rnnoff Runoff Runoff Runoff Runoff flowrate (mm) dlstr (mL (m) (m) (m) (m) (m) (m) (cfs) 0 0 0 0 0 0 0 0 0 0 0< 10 040% 040% 0012 0012 0000 0000 0000 0000 0000 000 < 20 040% 080% 0012 0025 0000 0000 0000 0000 0000 000 < 30 040% 120% 0012 0037 0000 0000 0000 0000 0000 000 < dO 040% 160% 0012 0050 0000 0000 0000 0000 0000 000 < 50 040% 200% 0012 0062 0000 0000 0002 0002 0001 000 < 60 040% 240% 0012 0075 0000 0000 0005 0003 0002 000 < 70 040% 280% 0012 0087 0000 0000 0009 0004 0003 000 < 80 040% 320% 0012 0100 0000 0000 0013 0005 0004 000 < 90 040% 360% 0012 0112 0000 0000 0019 0005 0004 000 < 100 040% 400% 0012 0125 0000 0000 0024 0006 0005 000 < 110 050% 450% 0016 0140 0000 0000 0033 0008 0007 000 < 120 050% 500% 0016 0156 0000 0000 0042 0009 0007 000 < 130 050% 550% 0016 0172 0000 0000 0051 0010 0008 000 < 140 050% 600% 0016 0187 0000 0000 0061 0010 0008 000 < 150 050% 650% 0016 0203 0000 0000 0072 0011 0008 000 < 160 050% 700% 0016 0218 0000 0000 0083 0011 0009 000 < 170 060% 760% 0019 0237 0000 0000 0096 0014 0011 000 < 180 - 060% 820% 0019 0256 0000 0000 0110 0014 0011 000 < 190 060% 880% 0019 0275 0000 0000 0125 0014 0012 000 < 200 060% 940% 0019 0293 0000 0000 0140 0015 0012 000 < 210 060% 1000% 0019 0312 0000 0000 0155 0015 0012 000 < 220 060% 1060% 0019 0331 0000 0000 0170 0015 0012 000 < 230 070% 11 30% 0022 0353 0000 0000 0188 0018 0015 000 < 240 070% 1200% 0022 0374 0000 0000 0207 0019 0015 000 < 250 070% 1270% 0022 0396 0001 0001 0226 0019 0015 000 < 260 070% 13 40% 0022 0418 0002 0001 0245 0019 0015 000 < 270 070% 1410% 0022 0440 0004 0002 0264 0019 0016 000 < " Date Received: JUN 2 6 2008 Developed 2-year, SCS Type 1A, 24 hour Storm Onglnal Submittal PERVIOUS IMPERVIOUS Ramfall Inere Ramfall Aeeum Accum Incre Accum Incre Total Instant TIme dlSIT Ramfall Incre Ramfall Runoff Runoff Runoff Runoff Runoff flowrate (mm) dISIT (m) (m) (m) (m) (m) (m) (m) (cfs) ---.- 280 070% 1480% 0022 0462 0006 0002 0283 0019 0016 000 < 290 082% 1562% 0026 0487 0010 0003 0306 0023 0019 000 < 300 082% 1644% 0026 0513 0013 0004 0330 0023 0019 000 < 310 082% 1726% 0026 0539 0018 0004 0353 0023 0020 000 < 320 082% 1808% 0026 0564 0023 0005 0376 0023 0020 000 < 330 082% 1890% 0026 0590 0028 0005 0400 0024 0020 000 < 340 082% 1972% 0026 0615 0034 0006 0424 0024 0020 000 < 350 095% 20 67% 0030 0645 0041 0007 0452 0028 0024 000 < 360 095% 2162% 0030 0675 0050 0008 0479 0028 0024 000 < 370 095% 22 57% 0030 0704 0058 0009 0507 0028 0024 000 < 380 095% 23 52% 0030 0734 0068 0009 0535 0028 0024 000 < 390 095% 2447% 0030 0763 0077 0010 0564 0028 0024 000 < 400 095% 2542% 0030 0793 0088 0010 0592 0028 0025 000 < 410 134% 26 76% 0042 0835 0103 0016 0632 0040 0035 001 < 420 134% 2810% 0042 0877 0120 0016 0672 0040 0035 001 < 430 134% 2944% 0042 0919 0137 0017 0712 0040 0036 001 < 440 180% 3124% 0056 0975 0162 0025 0766 0054 0048 001 < 450 180% 33 04% 0056 1031 0188 0026 0821 0054 0049 001 < 460 340% 3644% 0106 1137 0241 0053 0924 0103 0093 002 < 470 540% 4184% 0168 1305 0334 0093 1089 o 165 0150 o 03 MAX 480 270% 44 54% 0084 1390 0384 0050 1172 0083 0076 001 < 490 180% 46 34% 0056 1446 0418 0034 1227 0055 0051 001 < 500 134% 4768% 0042 1488 0444 0026 1268 0041 0038 001 < 510 134% 49 02% 0042 1529 0471 0027 1309 0041 0038 001 < 520 134% 50 36% 0042 1571 0498 0027 1350 0041 0038 001 < 530 088% 5124% 0027 1599 0515 0018 1377 0027 0025 000 < 540 088% 5212% 0027 1626 0534 0018 1405 0027 0025 000 < 550 088% 53 00% 0027 1654 0552 0018 1432 0027 0025 000 < 560 088% 53 88% 0027 1 681 0570 0018 1459 0027 0025 000 < 570 088% 54 76% 0027 1709 0589 0019 1486 0027 0025 000 < 580 088% 5564% 0027 1736 0608 0019 1513 0027 0025 000 < 590 088% 56 52% 0027 1763 0627 0019 1540 0027 0025 000 < 600 088% 57 40% 0027 1791 0646 0019 1567 0027 0026 000 < 610 088% 58 28% 0027 I 818 0665 0019 1594 0027 0026 000 < 620 088% 5916% 0027 1846 0684 0019 1622 0027 0026 000 < 630 088% 6004% 0027 1873 0704 0019 1649 0027 0026 000 < 640 088% 60 92% 0027 1901 0723 0020 1676 0027 0026 000 < 650 072% 6164% 0022 1923 0739 0016 1698 0022 0021 000 < 660 072% 62 36% 0022 1946 0756 0016 1720 0022 0021 000 < 670 072% 63 08% 0022 1968 0772 0016 1743 0022 0021 000 < 680 072% 63 80% 0022 1991 0788 0016 1765 0022 0021 000 < 690 072% 64 52% 0022 2013 0805 0016 1787 0022 0021 000 < 700 072% 65 24% 0022 2035 0821 0017 1810 0022 0021 000 < 710 072% 65 96% 0022 2058 0838 0017 1832 0022 0021 000 < 720 072% 66 68% 0022 2080 0855 0017 1854 0022 0021 000 < \ Date Received. Developed 2-year, SCS Type lA, 24 hour Storm JUN 2 6 2008 PERVIOUS IMPERVIOUS Onglnal Submittal Ralllfall lucre Ramfall Accum Accum Incre Accum !ncre Total Instant TIme dlstr Ramtall Incre Ramfall Runoff Runoff Runoff Runoff Runoff flowrate (mill) dlstr (Ill) (m) (m) (m) (Ill) (m) (Ill) (cfs) -- ------,--_.- _.---- -~- --..------- 730 072% 67 40% 0022 2103 0871 0017 1 876 0022 0021 000 < 740 072% 6812% 0022 2125 0888 0017 1899 0022 0021 000 < 750 072% 68 84% 0022 2148 0905 0017 1921 0022 0021 000 < 760 072% 69 56% 0022 2170 0922 0017 1943 0022 0021 000 < 770 057% 70 13% 0018 2188 0936 0013 1961 0018 0017 000 < 780 057% 70 70% 0018 2206 0949 0014 1979 0018 0017 000 < 790 057% 7127% 0018 2224 0963 0014 1996 0018 0017 000 < 800 057% 7184% 0018 2241 0976 0014 2014 0018 0017 000 < 810 057% 7241% 0018 2259 0990 0014 2031 0018 0017 000 < 820 057% 72 98% 0018 2277 1004 0014 2049 0018 00]7 000 < 830 057% 73 55% 0018 2295 1017 0014 2067 0018 0017 000 < 840 057% 7412% 0018 2313 1031 0014 2084 0018 0017 000 < 850 057% 7469% 0018 2330 1045 0014 2102 0018 00]7 000 < 860 057% 7526% 0018 2348 1059 0014 2120 0018 0017 000 < 870 057% 75 83% 0018 2366 1073 0014 2137 0018 0017 000 < 880 057% 7640% 0018 2384 1087 0014 2155 0018 0017 000 < 890 050% 76 90% 0016 2399 ] 099 0012 2171 0016 0015 000 < 900 050% 77 40% 0016 2415 ] III 0012 2186 0016 0015 000 < 910 050% 77 90% 0016 2 Lt30 1 123 0012 2202 0016 0015 000 < 920 050% 78 40% 0016 2446 1136 0012 2217 0016 0015 000 < 930 050% 78 90% 0016 2462 1 148 0012 2233 0016 0015 000 < 940 050% 79 40% 00]6 2477 ] 160 0012 2248 0016 0015 000 < 950 050% 79 90% 0016 2493 1173 0012 2264 0016 0015 000 < 960 050% 8040% 0016 2508 1 185 0012 2279 0016 0015 000 < 970 050% 80 90% 0016 2524 1 198 0012 2295 0016 0015 000 < 980 050% 8140% 0016 2540 1210 0012 2310 0016 0015 000 < 990 050% 81 90% 0016 2555 1223 0013 2326 0016 0015 000 < 1000 050% 82 40% 0016 2571 1235 0013 2341 0016 0015 000 < 1010 040% 82 80% 0012 2583 1245 0010 2354 0012 0012 000 < 1020 040% 83 20% 0012 2596 1255 0010 2366 0012 0012 000 < 1030 040% 83 60% 0012 2608 1265 0010 2378 0012 0012 000 < 1040 040% 84 00% 0012 2621 1275 0010 2391 0012 0012 000 < 1050 040% 84 40% 00]2 2633 1286 0010 2403 0012 0012 000 < 1060 040% 84 80% 0012 2646 1296 0010 2416 0012 0012 000 < 1070 040% 85 20% 0012 2658 1306 0010 2428 0012 0012 000 < 1080 040% 85 60% 0012 2671 1316 0010 2441 0012 0012 000 < 1090 040% 86 00% 0012 2683 1326 0010 2453 0012 0012 000 < 1100 040% 8640% 0012 2696 1336 0010 2465 0012 0012 000 < 1110 040% 86 80% 0012 2708 1346 0010 2478 00]2 0012 000 < 1120 040% 87 20% 0012 2721 1357 0010 2490 0012 0012 000 < 1130 040% 87 60% 0012 2733 ] 367 0010 2503 0012 0012 000 < 1140 040% 88 00% 0012 2746 1377 0010 2515 0012 0012 000 < 1150 040% 88 40% 0012 2758 1387 0010 2527 0012 0012 000 < 1160 040% 88 80% 0012 2771 1398 0010 2540 0012 0012 000 < 1170 040% 8920% 0012 2783 1408 0010 2552 0012 0012 000 < , . Developed 2-year SCS Type 1A, 24 hour Storm PER VIOUS IMPERVIOUS I Ramfall Incre Ramfall Accum Accum Inere Accum Inere votal Instant TIme dlstr Ramfall Incre Ramfall Runoff Runoff Runoff Runoff Runoff flowrate (mm) dlSlr (m) ~ (m) (l~.. (m) ~ I (m) ~fs) .. 1180 040% 89 60% 0012 2796 1418 0010 2565 0012 0012 000 < 1190 040% 90 00% 0012 2808 1428 0010 2577 0012 0012 000 < 1200 040% 90 40% 0012 2820 1439 0010 2590 0012 0012 000 < 1210 040% 90 80% 0012 2833 1449 0010 2602 0012 0012 000 < 1220 040% 9120% 0012 2845 1459 0010 2614 0012 0012 000 < 1230 040% 9160% 0012 2858 1470 0010 2627 0012 0012 000 < 1240 040% 92 00% 0012 2870 1480 0010 2639 0012 0012 000 < 1250 040% 92 40% 0012 2883 1490 0010 2652 0012 0012 000 < 1260 040% 92 80% 0012 2895 1501 0010 2664 0012 0012 000 < 1270 040% 93 20% 0012 2908 1511 0010 2677 0012 0012 000 < 1280 040% 93 60% 0012 2920 1522 0010 2689 0012 0012 000 < 1290 040% 94 00% 0012 2933 1532 0010 2701 0012 0012 000 < 1300 040% 94 40% 0012 2945 1542 0010 2714 0012 0012 000 < 1310 040% 94 80% 0012 2958 1553 0010 2726 0012 0012 000 < 1320 040% 95 20% 0012 2970 1563 0010 2739 0012 0012 000 < 1330 040% 95 60% 0012 2983 1574 0010 2751 0012 0012 000 < 1340 040% 96 00% 0012 2995 1584 0010 2763 0012 0012 000 < 1350 040% 96 40% 0012 3008 1595 0010 2776 0012 0012 000 < 1360 040% 96 80% 0012 3020 1605 0010 2788 0012 0012 000 < 1370 040% 97 20% 0012 3033 1616 o OIl 2801 0012 0012 000 < 1380 040% 97 60% 0012 3045 1626 0011 2813 0012 0012 000 < 1390 040% 98 00% 0012 3058 1637 0011 2826 0012 0012 000 < 1400 040% 98 40% 0012 3070 1647 0011 2838 0012 0012 000 < 1410 040% 98 80% 0012 3083 1 658 0011 2850 0012 0012 000 < 1420 040% 99 20% 0012 3095 1668 0011 2863 0012 0012 000 < 1430 040% 99 60% 0012 3108 1679 OOIl 2875 0012 0012 000 < 1440 040% 1000% 0012 3120 1690 0011 2888 0012 0012 000 < Date ReceIved JUN 2 6 2008 Onginal Submittal , , Prorect Descnptlon Project File Worksheet Flow Element Method Solve For I n put Data Mannlngs Coefrlclent Channel Slope Diameter Discharge Results Depth Flow Area Wetted Pen meter Top Width Cntlcal Depth Percent Full Cntlcal Slope Velocity Velocity Head Specific Energy Froude Number Maximum Discharge Full Flow Capacity Full Flow Slope Flow IS supercntlcal 04/21/06 01 1742 PM Parcel 1 - 2 Year Storm Event Worksheet for Circular Channel f \proJects\haestad\llowmaster Illes\3741 2-y 1m2 3" Pipe - Parcel 1 Circular Channel Manning's Formula Channel Depth 0013 o 010000 TUft 300 In o 03 cis 010 ft 002 ft' 034 ft 025 ft o 10 It 4016 o 009179 It/ft 163 ftls o 04 It o 14 It 105 o 10 cis o 09 cis 0001153 ftllt Date Received JUN 2 S 2008 OnglOal Submttt6.1 Haestad Methods, Inc 37 Brookside Road Waterbury CT 06708 (203) 755-1666 FlowMaster v5 13 Page 1 of 1 I f ~ , \ Developed 25-year, SCS Type 1A, 24 hour Storm Date Received: LUNDBLAD PARTITION (66th St - Parcel I) DEVELOPED CONDITION JUN 2 6 2008 ": - total area = 1200 003 (acres) FlIeNo 3741 D25 QPW Onglnal Submittal pervlOus area = 240 001 (acres) 04/21/06 ImpervlOus area = 960 002 (acres) pervlOus CN = 85 S= 1 7647 02S= o 3529 ImpervlOus CN = 98 S= 02041 o 2S = o 0408 total depth ram Hyrdo1oglc Pt= 528 (mches) SCS Soli Type Group dt= 10 (mm) Chapman Urban Land (25) B 24-Hour SCS Type lA DeSIgn Storm - 25 Year PERVIOUS lMPERVIOUS Ramfall lncre Ramfall Accum Accum Incre Accum Incre Total Instant Tnne dlStr Ramfall Incre Ramfall Runoff Runoff Runoff Runoff Runoff flowrate (mm) dlstr (m) (In) . (m)_ (m) (m) (m) (m) (cfsL 0 0 0 0 0 0 0 0 0 0 0< 10 040% 040% 0021 0021 0000 0000 0000 0000 0000 000 < 20 040% 080% 0021 0042 0000 0000 0000 0000 0000 000 < 30 040% 120% 0021 0063 0000 0000 0002 0002 0002 000 < 40 040% 160% 0021 0084 0000 0000 0008 0005 0004 000 < 50 040% 200% 0021 0106 0000 0000 0016 0008 0006 000 < 60 040% 240% 0021 0127 0000 0000 0025 0010 0008 000 < 70 040% 280% 0021 0148 0000 0000 0037 0011 0009 000 < 80 040% 320% 0021 0169 0000 0000 0049 0013 0010 000 < 90 040% 360% 0021 0190 0000 0000 0063 0014 0011 000 < 100 040% 400% 0021 0211 0000 0000 0078 0014 0012 000 < 110 050% 450% 0026 0238 0000 0000 0097 0019 0015 000 < 120 050% 500% 0026 0264 0000 0000 0117 0020 0016 000 < 130 050% 550% 0026 0290 0000 0000 0137 0021 0017 000 < 140 050% 600% 0026 0317 0000 0000 0159 0021 0017 000 < 150 050% , 650% 0026 0343 0000 0000 0181 0022 0018 000 < 160 050% 700% 0026 0370 0000 0000 0203 0022 0018 000 < 170 060% 760% 0032 0401 0001 0001 0230 0027 0022 000 < 180 060% 820% 0032 0433 0003 0002 0258 0028 0023 000 < 190 060% 880% 0032 0465 0007 0003 0286 0028 0023 000 < 200 060% 940% 0032 0496 0011 0004 0315 0028 0024 000 < 210 060% 10 00% 0032 0528 0016 0005 0343 0029 0024 000 < 220 060% 1060% 0032 0560 0022 0006 0372 0029 0024 000 < 230 070% 1130% 0037 0597 0030 0008 0407 0034 0029 000 < 240 070% 1200% 0037 0634 0039 0009 0441 0034 0029 000 < 250 070% 12 70% 0037 0671 0048 0010 0476 0035 0030 000 < 260 070% 1340% 0037 0708 0059 0011 0510 0035 0030 001 < 270 070% 1410% 0037 0744 0071 0012 0545 0035 0030 001 < '" Date Received \ JUN 2 6 2008 Developed 25-year, SCS Type 1A, 24 hour Storm Onglnal submittal PERVIOUS IMPERVIOUS Ramfall lucre Ramfall Accum Accum Incre Accum lucre Total Instanl Trme dlstr RamfaII lucre RamfaII Runoff Runoff Runoff Runoff Runoff llowrate (mm) dlstr (1r1L JlI1L (!ill ~n) _ _(m)_lm)_ (m) (cfs) _ -- , 280 070% 1480% 0037 0781 0084 0013 0581 0035 0031 001 < 290 082% 1562% 0043 0825 0100 0016 0622 0041 0036 001 < 300 082% 1644% 0043 0868 0116 0017 0664 0042 0037 001 < 310 082% 1726% 0043 0911 0134 0018 0705 0042 0037 001 < 320 082% 1808% 0043 0955 0153 0019 0747 0042 0037 001 < 330 082% 1890% 0043 0998 0173 0020 0789 0042 0037 001 < 340 082% 1972% 0043 1041 0193 0020 0831 0042 0038 001 < 350 095% 20 67% 0050 1091 0218 0025 0880 0049 0044 001 < 360 095% 2162% 0050 1142 0244 0026 0929 0049 0044 001 < 370 095% 22 57% 0050 1192 0270 0027 0978 0049 0045 001 < 380 095% 23 52% 0050 1242 0298 0028 1027 0049 0045 001 < 390 095% 2447% 0050 1292 0326 0028 1076 0049 0045 001 < 400 095% 25 42% 0050 1342 0355 0029 I 125 0049 0045 001 < 410 134% 26 76% 0071 1413 0398 0042 I 194 0070 0064 001 < 420 134% 2810% 0071 1484 0442 0044 1264 0070 0064 001 < 430 134% 2944% 0071 1554 0487 0045 1334 0070 0065 - 001 < 440 180% 3124% 0095 1649 0549 0062 1428 0094 0088 001 < 450 180% 3304% 0095 1745 0614 0064 1521 0094 0088 001 < 460 340% 3644% 0180 1924 0740 0126 1699 0178 0167 003 < 470 540% 4184% 0285 2209 0952 0212 1982 0283 0268 o 04 MAX 480 270% 4454% 0143 2352 1062 0110 2123 0142 0135 002 < 490 180% 46 34% 0095 2447 I 136 0075 2218 0094 0090 002 < 500 134% 4768% 0071 2518 1192 0056 2288 0070 0068 001 < 510 134% 4902% 0071 2588 1249 0057 2358 0070 0068 001 < 520 134% 50 36% 0071 2659 1306 0057 2429 0070 0068 001 < 530 088% 5124% 0046 2705 1344 0038 2475 0046 0045 001 < 540 088% 52.l2% 0046 2752 1382 0038 2521 0046 0045 001 < 550 088% 53 00% 0046 2798 1420 0038 2568 0046 0045 001 < 560 088% 53 88% 0046 2845 1459 0038 2614 0046 0045 001 < 570 088% 54 76% 0046 2891 1497 0039 2660 0046 0045 001 < 580 088% 5564% 0046 2938 1536 0039 2706 0046 0045 001 < 590 088% 56 52% 0046 2984 1575 0039 2753 0046 0045 001 < 600 088% 57 40% 0046 3031 1614 0039 2799 0046 0045 001 < 610 088% 58 28% 0046 3077 1653 0039 2845 0046 0045 001 < 620 088% 5916% 0046 3124 1693 0039 2891 0046 0045 001 < 630 088% 6004% 0046 3170 1732 0040 2938 0046 0045 001 < 640 088% 6092% 0046 3217 1772 0040 2984 0046 0045 001 < 650 072% 6164% 0038 3255 1804 0033 3022 0038 0037 001 < 660 072% 62 36% 0038 3293 1837 0033 3060 0038 0037 001 < 670 072% 63 08% 0038 3331 1870 0033 3098 0038 0037 001 < 680 072% 63 80% 0038 3369 1902 0033 3136 0038 0037 001 < 690 072% 64 52% 0038 3407 1935 0033 3173 0038 0037 001 < 700 072% 65 24% 0038 3445 1968 0033 3211 0038 0037 001 < 710 072% 65 96% 0038 3483 2001 0033 3249 0038 0037 001 < 720 072% 6668% 0038 3521 2034 0033 3287 0038 0037 001 < If' . Developed 25-year, SCS Type 1A, 24 hour Storm PERVIOUS IMPERVIOUS Ramfall Inere Ramfall Aeeum Aecum Inere Aeeum Inere Total Instaut Time dlstr Ramfall Inere Rarnfall Runoff Runoff Runoff Runoff Runoff flowrate (mm) d,str (m) (m) (m) (rn) (m) (m) Jm) (efs} ------- ------ .----- ----- 1180 040% 89 60% 0021 4731 3 ]20 0019 4494 0021 0021 000 < 1190 040% 90 00% 0021 4752 3140 0019 4516 0021 0021 000 < 1200 040% 90 40% 0021 4773 3159 0019 4537 0021 0021 000 < 1210 040% 90 80% 0021 4794 3178 0019 4558 0021 0021 000 < 1220 040% 9120% 0021 4815 3 198 0019 4579 0021 0021 000 < 1230 040% 9160% 0021 4836 3217 0019 4600 0021 0021 000 < 1240 040% 92 00% 0021 4858 3237 0019 4621 0021 0021 000 < 1250 040% 92 40% 0021 4879 3256 0019 4642 0021 0021 000 < 1260 040% 92 80% 0021 4900 3276 0019 4663 0021 0021 000 < 1270 040% 93 20% 0021 4921 3295 0019 4684 0021 0021 000 < 1280 040% 93 60% 0021 4942 3315 0019 4705 0021 0021 000 < 1290 040% 94 00% 0021 4963 3334 0019 4726 0021 0021 000 < 1300 040% 94 40% 0021 4984 3354 0020 4748 0021 0021 000 < 1310 040% 94 80% 0021 5005 3373 0020 4769 0021 0021 000 < 1320 040% 95 20% 0021 5027 3393 0020 4790 0021 0021 000 < 1330 040% 95 60% 0021 5048 3412 0020 4811 0021 0021 000 < 1340 040% 96 00% 0021 5069 3432 0020 4832 0021 0021 000 < 1350 040% 96 40% 0021 5090 3451 0020 4853 0021 0021 000 < 1360 040% 96 80% 0021 5 III 3471 0020 4874 0021 0021 000 < 1370 040% 97 20% 0021 5132 3490 0020 4895 0021 0021 000 < 1380 040% 97 60% 0021 5153 3510 0020 4916 0021 0021 000 < 1390 040% 98 00% 0021 5174 3530 0020 4937 0021 0021 000 < 1400 040% 98 40% 0021 5 ]96 3549 0020 4958 0021 0021 000 < 1410 040% 98 80% 0021 5217 3569 0020 4979 0021 0021 000 < 1420 040% 99 20% 0021 5238 3588 0020 5001 0021 0021 000 < 1430 040% 99 60% 0021 5259 3608 0020 5022 0021 0021 000 < 1440 040% 100 0% 0021 5280 3628 0020 5043 0021 0021 000 < Date ReceIved JUN 2 6 2008 Ongmal Submlll<1 Prolect Description Project File Worksheet Flow Element Method Solve For Input Data Mannlngs Coefficient Channel Slope Diameter Dlschar~e Results Depth Flow Area Wetted Perimeter Top Width Cntlcal Depth Percent Full Critical Slope VelOCity VelOCity Head Specific Energy Froude Number MaXimum Discharge Full Flow Capacity Full Flow Slope Flow IS supercrlt,cal 04/21/06 01 22 23 PM Parcel 1 - 25 Year Storm Event Worksheet for Circular Channel f IproJectslhaestadlflowmaster filesl3741 2-y fm2 3" Pipe - Parcel 1 <25 yr> Circular Channel Manning's Formula Channel Depth 0013 0010000 fIIlt 300 In o 04 cfs 012 It o 02 ft2 038 It 025 It o 1} It 4719 o 009573 ftllt 176 ftls 0: 05 It 017 It 102 010 cfs o 09 cfs o 002049 ftllt , Date Received JUN 2 5 2008 Onglnal Submittal Haestad Methods, Inc 37 BrookSIde Road Waterbury CT 06708 (203) 755-1666 FlowMaster v5 13 Page 1 of 1 " Date Received Developed 2-year, SCS Type 1A, 24 hour Storm JUN 2 6 2008 LUNDBLAD PARTITION (66th St - Parcel 3) DEVELOPED CONDITION Onglnal SubmIttal total area = 1340 003 (acres) FIleNo 3741 D2AQPW pemous area = 190 000 (acres) 04/21/06 ImpervIOus area = Il50 003 (acres) pervlOus CN = 85 S= 1 7647 o 2S= o 3529 ImpervlOus CN ~ 98 S= 02041 02S= o 0408 total depth ram Hyrdologle Pt= 3 12 (mehes) SCS SOIl Type Group dt= 10 (mm) Chapman Urban Land (25) B 24-Hour SCS Type 1A DeSIgn Storm - 2 Year PERVIOUS IMPERVIOUS Ramfall Inere Ramfall Aeeum Aeeum Inere Aeeum Inere Total Instant TIme dlstr Ramfall Inere Ramfall Runoff Runoff Runoff Runoff Runoff ilowrate (mm) dlstr (m) (m) . (m) ~_(lll) __-.im) (m) (efs) ----- 0 0 0 0 0 0 0 0 0 0 0< 10 040% 040% 0012 0012 0000 0000 0000 0000 0000 000 < 20 040% 080% 0012 0025 0000 0000 0000 0000 0000 000 < 30 040% 120% 0012 0037 0000 0000 0000 0000 o GOO 000 < 40 040% 160% 0012 0050 0000 0000 0000 0000 0000 000 < 50 040% 200% 0012 0062 0000 0000 0002 0002 0001 000 < 60 040% 240% 0012 0075 0000 0000 0005 0003 0002 000 < 70 040% 280% 0012 0087 0000 0000 0009 0004 0003 000 < 80 040% 320% 0012 0100 0000 0000 0013 0005 0004 000 < 90 040% 360% 0012 0112 0000 0000 0019 0005 0005 000 < 100 040% 400% 0012 0125 0000 0000 0024 0006 0005 000 < 110 050% 450% 0016 0140 0000 0000 0033 0008 0007 000 < 120 050% 500% 0016 0156 0000 0000 0042 0009 0008 000 < 130 050% 550% 0016 0172 0000 0000 0051 0010 0008 000 < 140 050% 600% 0016 0187 0000 0000 0061 0010 0009 000 < 150 050% 650% 0016 0203 0000 0000 0072 0011 0009 000 < 160 050% 700% 0016 0218 0000 0000 0083 0011 0009 000 < 170 060% 760% 0019 0237 0000 0000 0096 0014 0012 000 < 180 060% 820% 0019 0256 0000 0000 o IlO 0014 0012 000 < 190 060% 880% 0019 0275 0000 0000 0125 0014 0012 000 < 200 060% 940% 0019 0293 0000 0000 0140 0015 0013 000 < 210 060% 1000% 0019 0312 0000 0000 0155 0015 0013 000 < 220 060% 1060% 0019 0331 0000 0000 0170 0015 0013 000 < 230 070% 1130% 0022 0353 0000 0000 0188 0018 0016 000 < 240 070% 1200% 0022 0374 0000 0000 0207 0019 0016 000 < 250 070% 12 70% 0022 0396 0001 0001 0226 0019 0016 000 < 260 070% 13 40% 0022 0418 0002 0001 0245 0019 0017 000 < 270 070% 1410% 0022 0440 0004 0002 0264 0019 0017 000 < Date Received JUN 2 6 2008 Developed 2-year, SCS Type 1A, 24 hour Storm Onglnal Submittal PERVIOUS IMPERVIOUS Ramfall lncre Ramfall Accum Accum 1ncre Accum Incre Total Instant TIme dlstr Ralllfall Incre Ralllfall Runoff Runoff Runoff Runoff Runoff flowrate (mm) dlstr (m) (m) (m) (m) (m) (m) (m) (cfs) ------ -- ----- --~-,-_._--_._-----_.- 280 070% 1480% 0022 0462 0006 0002 0283 0019 0017 000 < 290 082% IS 62% 0026 0487 0010 0003 0306 0023 0020 000 < 300 082% 1644% 0026 0513 0013 0004 0330 0023 0020 000 < 310 082% 1726% 0026 0539 0018 0004 0353 0023 0021 000 < 320 082% 1808% 0026 0564 0023 0005 0376 0023 0021 000 < 330 082% 1890% 0026 0590 0028 0005 0400 0024 0021 000 < 340 082% 1972% 0026 0615 0034 0006 0424 0024 0021 000 < 350 095% 20 67% 0030 0645 0041 0007 0452 0028 0025 000 < 360 095% 2162% 0030 0675 0050 0008 0479 0028 0025 000 < 370 095% 22 57% 0030 0704 0058 0009 0507 0028 0025 000 < 380 095% 23 52% 0030 0734 0068 0009 0535 0028 0025 000 < 390 095% 2447% 0030 0763 0077 0010 0564 0028 0026 000 < 400 095% 25 42% 0030 0793 0088 0010 0592 0028 0026 000 < 410 134% 2676% 0042 0835 0103 0016 0632 0040 0037 001 < 420 134% 28 10% 0042 0877 0120 0016 0672 0040 0037 001 < 430 134% 2944% 0042 0919 0137 0017 0712 0040 0037 001 < 440 180% 3124% 0056 0975 0162 0025 0766 0054 0050 001 < 450 180% 3304% 0056 1031 0188 0026 0821 0054 0050 001 < 460 340% 36 44% 0106 1137 0241 0053 0924 0103 0096 002 < 470 540% 4184% 0168 1305 0334 0093 1089 0165 0155 o 03 MAX 480 270% 44 54% 0084 1390 0384 0050 1172 0083 0078 001 < 490 180% 4634% 0056 1446 0418 0034 1227 0055 0052 001 < 500 134% 4768% 0042 1488 0444 0026 1268 0041 0039 001 < 510 134% 49 02% 0042 1529 0471 0027 1309 0041 0039 001 < 520 134% 50 36% 0042 1571 0498 0027 1350 0041 0039 001 < 530 088% 5124% 0027 1599 0515 0018 1377 0027 0026 000 < 540 088% 5212% 0027 1626 0534 0018 1405 0027 0026 000 < 550 088% 53 00% 0027 1654 0552 0018 1432 0027 0026 000 < 560 088% 53 88% 0027 1681 0570 0018 1459 0027 I 0026 000 < 570 088% 54 76% 0027 1709 0589 0019 1486 0027 0026 000 < 580 088% 55 64% 0027 1736 0608 0019 1513 0027 0026 000 < 590 088% 56 52% 0027 1763 0627 0019 1540 0027 0026 000 < 600 088% 57 40% 0027 1791 0646 0019 1567 0027 0026 000 < 610 088% 58 28% 0027 1 818 0665 0019 1594 0027 0026 000 < 620 088% 5916% 0027 1846 0684 0019 1622 0027 0026 000 < 630 088% 60 04% 0027 1873 0704 0019 1649 0027 0026 000 < 640 088% 60 92% 0027 1901 0723 0020 1676 0027 0026 000 < 650 072% 6164% 0022 1923 0739 0016 1698 0022 0021 000 < 660 072% 62 36% 0022 1946 0756 0016 1720 0022 0021 000 < 670 072% 63 08% 0022 1968 0772 0016 1743 0022 0021 000 < 680 072% 63 80% 0022 1991 0788 0016 1765 0022 0021 000 < 690 072% 64 52% 0022 2013 0805 0016 1787 0022 0021 000 < 700 072% 6524% 0022 2035 0821 0017 1810 0022 0021 000 < 710 072% 65 96% 0022 2058 0838 0017 1832 0022 0021 000 < 720 072% 66 68% 0022 2080 0855 0017 1 854 0022 0021 000 < Date ReceIved Developed 2-year, SCS Type 1A, 24 hour Slorm JUN 2 6 2008 PERVIOUS IMPERVIOUS ( riglnal Submlttpl Ralllfall Inere Ralllfall Aeeum Aeeum Inere ACC\lffi Inere Total Instant TIme dlstr Ralllfall lncre Ramfall Runoff Runoff Runoff Runoff Runoff flowrate (mm) dlstr (m) (m) (m) (m) (m) (m) (m) (efs) ---- ----- ------.--- 730 072% 67 40% 0022 2103 0871 0017 1876 0022 0021 000 < 740 072% 6812% 0022 2125 0888 0017 1899 0022 0022 000 < 750 072% 68 84% 0022 2148 0905 0017 1921 0022 0022 000 < 760 072% 69 56% 0022 2170 0922 0017 1943 0022 0022 000 < 770 057% 7013% 0018 2188 0936 0013 1961 0018 0017 000 < 780 057% 70 70% 0018 2206 0949 0014 1979 0018 0017 000 < 790 057% 7127% 0018 2224 0963 0014 1996 0018 0017 000 < 800 057% 7184% 0018 2241 0976 0014 2014 0018 0017 000 < 810 057% 7241% 0018 2259 0990 0014 2031 0018 0017 000 < 820 057% 72 98% 0018 2277 1004 0014 2049 0018 0017 000 < 830 057% 73 55% 0018 2295 1017 0014 2067 0018 0017 000 < 840 057% 7412% 0018 2313 1031 0014 2084 0018 0017 000 < 850 057% 7469% 0018 2330 1045 0014 2102 0018 0017 000 < 860 057% 75 26% 0018 2348 1059 0014 2120 0018 0017 000 < 870 057% 7583% 0018 2366 1073 0014 2137 0018 0017 000 < 880 057% 7640% 0018 2384 1087 0014 2155 0018 0017 000 < 890 050% 7690% 0016 2399 1099 0012 2171 0016 0015 000 < 900 050% 77 40% 0016 2415 1111 0012 2186 0016 0015 000 < 910 050% 77 90% 0016 2430 1123 0012 2202 0016 0015 000 < 920 050% 78 40% 0016 2446 1136 0012 2217 0016 0015 000 < 930 050% 78 90% 0016 2462 1148 0012 2233 0016 0015 000 < 940 050% 79 40% 0016 2477 1160 0012 2248 0016 0015 000 < 950 050% 79 90% 0016 2493 1173 0012 2264 0016 0015 000 < 960 050% 8040% 0016 2508 1 185 0012 2279 0016 0015 000 < 970 050% 80 90% 0016 2524 1 198 0012 2295 0016 0015 000 < 980 050% 8140% 0016 2540 1210 0012 2310 0016 0015 000 < 990 050% 8190% 0016 2555 1223 0013 2326 0016 0015 000 < 1000 050% 82 40% 0016 2571 1235 0013 2341 0016 0015 000 < 1010 040% 82 80% 0012 2583 1245 0010 2354 0012 0012 000 < 1020 040% 83 20% 0012 2596 1255 0010 2366 0012 0012 000 < 1030 040% 83 60% 0012 2608 1265 0010 2378 0012 I 0012 000 < 1040 040% 84 00% 0012 2621 1275 0010 2391 0012 : 0012 000 < 1050 040% 84 40% 0012 2633 1286 0010 2403 0012 : 0012 000 < 1060 040% 84 80% 0012 2646 1296 0010 2416 0012 I 0012 000 < 1070 040% 85 20% 0012 2658 1306 0010 2428 0012 0012 000 < 1080 040% 85 60% 0012 2671 1316 0010 2441 0012 0012 000 < 1090 040% 8600% 0012 2683 1326 0010 2453 0012 0012 000 < 1100 040% 8640% 0012 2696 1336 0010 2465 0012 0012 000 < 1110 040% 86 80% 0012 2708 1346 0010 2478 0012 0012 000 < 1120 040% 87 20% 0012 2721 1357 0010 2490 0012 0012 000 < 1130 040% 87 60% 0012 2733 1367 0010 2503 0012 0012 000 < 1140 040% 88 00% 0012 2746 1377 0010 2515 0012 0012 000 < 1150 040% 88 40% 0012 2758 1387 0010 2527 0012 0012 000 < 1160 040% 88 80% 0012 2771 1398 0010 2540 0012 0012 000 < 1170 040% 8920% 0012 2783 1408 0010 2552 0012 0012 000 < : Developed 2-year, SCS Type 1A, 24 hour Storm PERVIOUS IMPERVIOUS Ramfall Inere Ramfall Accum Aeeum Inere Aecum Inere' Total Instant TIme dlstr Ramfall Inere Ramfall Runoff Runoff Runoff Runoff Runoff f]owrate (mill) dlstr (ill) (m)_~) (m) (m) (ill) J.trtL {C~ -- ll80 040% 89 60% 0012 2796 1418 0010 2565 0012 0012 000 < 1190 040% 90 00% 0012 2808 1428 0010 2577 0012 0012 000 < 1200 040% 90 40% 0012 2820 1439 0010 2590 0012 0012 000 < 1210 040% 90 80% 0012 2833 1449 0010 2602 0012 0012 000 < 1220 040% 9120% 0012 2845 1459 0010 2614 0012 0012 000 < 1230 040% 9160% 0012 2858 1470 0010 2627 0012 0012 000 < 1240 040% 92 00% 0012 2870 1480 0010 2639 0012 0012 000 < 1250 040% 92 40% 0012 2883 1490 0010 2652 0012 0012 000 < 1260 040% 92 80% 0012 2895 1501 0010 2664 0012 I 0012 000 < 1270 040% 93 20% 0012 2908 1511 0010 2677 0012 0012 000 < 1280 040% 93 60% 0012 2920 1522 0010 2689 0012 0012 000 < 1290 040% 94 00% 0012 2933 1532 0010 2701 0012 I 0012 000 < 1300 040% 94 40% 0012 2945 1542 0010 2714 0012 0012 000 < 1310 040% 94 80% 0012 2958 1553 0010 2726 0012 0012 000 < 1320 040% 95 20% 0012 2970 1563 0010 2739 0012 0012 000 < 1330 040% 95 60% 0012 2983 1574 0010 2751 0012 0012 000 < 1340 040% 96 00% 0012 2995 1584 0010 2763 0012 0012 000 < 1350 040% 96 40% 0012 3008 1595 0010 2776 0012 0012 000 < 1360 040% 96 80% 0012 3020 1605 0010 2788 0012 0012 000 < 1370 040% 97 20% 0012 3033 1616 0011 2801 0012 0012 000 < 1380 040% 97 60% 0012 3045 1626 o Oll 2813 0012 0012 000 < 1390 040% 98 00% 0012 3058 1637 0011 2826 0012 0012 000 < 1400 040% 98 40% 0012 3070 1647 o Oll 2838 0012 0012 000 < 1410 040% 98 80% 0012 3083 1658 o Oll 2850 0012 0012 000 < 1420 040% 99 20% 0012 3095 1668 0011 2863 0012 0012 000 < 1430 040% 99 60% 0012 3 108 1679 OOll 2875 0012 0012 000 < 1440 040% 1000% 0012 3120 1690 o Oll 2888 0012 0012 000 < Date Received JUN 2 6 2008 Of!gln~1 ~ul:l"l'ittal PrOlect Description Project File Worksheet Flow Element Method Solve For I nput Data Mannlngs Coefficient Channel Slope Diameter Dlscharqe Results Depth Flow Area Wetted Perimeter ( Top Width Critical Depth Percent Fu II Critical Slope VelOCity VelOCity Head Specific Energy Froude Number Maximum Discharge Full Flow Capacity Full Flow Slope Flow IS supercrlt,cal 04/21/06 01 21 06 PM Parcel 3 - 2 Year Storm Event Worksheet for Circular Channel flprojects\haestad\flowmaster Illes\3741 2-y 1m2 3" Pipe - Parcel 3 Circular Channel Manning's Formula Channel Depth 0013 0010000 fUll 300 In o 03 cfs 010 It 002 It' 034 It 025 It 010 It 4016 0009179 fUll 163 Ills 004 It 014 It 105 010 cfs o 09 cfs o 001153fUIt Date ReceIved. JUN 2 6 2008 Onglnal Submittal Haestad Methods Inc 37 Brookside Road Waterbury CT 06708 (203) 755-1666 FlowMaster v5 13 Page 1 of 1 , , Developed 25-year, SCS Type 1A, 24 hour Storm LUNDBLAD PARTITION (66th St - Parcel 3) DEVELOPED CONDITION Date Received: ~J I total area = 1340 003 (acres) FlleNo 3741 D25AQPW JUN 2 6 2008 pervIOus area = 190 000 (acres) 04/21/06 Impemolls area = 1150 003 (acres) Onglnal Submittal pervlOus CN = 85 S= 17647 o 2S = o 3529 lmpervlOus CN = 98 S= 02041 02S= o 0408 , total depth ram Hyrdolog1C Pt= 528 (mches) SCS SOlI Type Group dt= 10 (mm) Chapman Urban Land (25) B 24-Hour SCS Type IA Deslgn Storm - 25 Year PERVIOUS IMPERVIOUS Ramfall Incre Ramfall Accum Accum Incre Accum !ncre Total Instant Tlme dlStr Ramfall Incre Ramfall Runoff Runoff Runoff Runoff Runoff flowrate - (mm) dlStr (m) J~~ (m)_ (m) (m) (!n)_ .. (cfs) ---- 0 0 0 0 0 0 0 0 0 0 0< 10 040% 040% 0021 0021 0000 0000 0000 0000 0000 000 < 20 040% 080% 0021 0042 0000 0000 0000 0000 0000 000 < 30 040% 120% 0021 0063 0000 0000 0002 0002 0002 000 < 40 040% 160% 0021 0084 0000 0000 0008 0005 0005 000 < 50 040% 200% 0021 0106 0000 0000 0016 0008 0007 000 < 60 040% 240% 0021 0127 0000 0000 0025 0010 0008 000 < 70 040% 280% 0021 0148 0000 0000 0037 0011 0010 000 < 80 040% 320% 0021 0169 0000 0000 0049 0013 0011 000 < 90 040% 360% 0021 0190 0000 0000 0063 0014 0012 000 < 100 040% 400% 0021 0211 0000 0000 0078 0014 0012 000 < 110 050% 450% 0026 0238 0000 0000 0097 0019 0016 000 < 120 050% 500% 0026 0264 0000 0000 0117 0020 0017 000 < 130 050% 550% 0026 0290 0000 0000 0137 0021 0018 000 < 140 050% 600% 0026 0317 0000 0000 0159 0021 0018 000 < 150 050% 650% 0026 0343 0000 0000 0181 0022 0019 000 < 160 050% 700% 0026 0370 0000 0000 0203 0022 0019 000 < 170 060% 760% 0032 0401 0001 0001 0230 0027 0024 000 < 180 060% 820% 0032 0433 0003 0002 0258 0028 0024 000 < 190 060% 880% 0032 0465 0007 0003 0286 0028 0025 000 < 200 060% 940% 0032 0496 0011 0004 0315 0028 0025 000 < 210 060% 10 00% 0032 0528 0016 0005 0343 0029 0025 000 < 220 060% 1060% 0032 0560 0022 0006 0372 0029 0026 000 < 230 070% 1130% 0037 0597 0030 0008 0407 0034 0030 001 < 240 070% 1200% 0037 0634 0039 0009 0441 0034 0031 001 < 250 070% 1270% 0037 0671 0048 0010 0476 0035 0031 001 < 260 070% 1340% 0037 0708 0059 0011 0510 0035 0031 001 < 270 070% 1410% 0037 0744 0071 0012 0545 0035 0032 001 < Date Received Developed 25-year, SCS Type 1A, 24 hour Storm JUN 2 6 2008 PERVIOUS IMPERVIOUS lI)ngtnal submittal RalUfall Incre Raillfall Accum Accum Incre Accum Incre Total Instant T,me dIstr Ralllfall Incre Raillfall Runoff Runoff Runoff Runoff Runoff flowrate (mill) dlstr (Ill) (Ill) (Ill) (lU) (lU) (lU) (ill) (efs) -- ~~---~-- --.---- 280 070% 1480% 0037 0781 0084 0013 0581 0035 0032 001 < 290 082% 1562% 0043 0825 0100 0016 0622 0041 0038 001 < 300 082% 1644% 0043 0868 0116 0017 0664 0042 0038 001 < 310 082% 1726% 0043 0911 0134 0018 0705 0042 0038 001 < 320 082% 1808% 0043 0955 0153 0019 0747 0042 0039 001 < 330 082% 1890% 0043 0998 0173 0020 0789 0042 0039 001 < 340 082% 1972% 0043 1041 0193 0020 0831 0042 0039 001 < 350 095% 20 67% 0050 1091 0218 0025 0880 0049 0045 001 < 360 095% 21 62% 0050 1142 0244 0026 0929 0049 0046 001 < 370 095% 22 57% 0050 1192 0270 0027 0978 0049 0046 001 < 380 095% 23 52% 0050 1242 0298 0028 1027 0049 0046 001 < 390 095% 2447% 0050 1292 0326 0028 1076 0049 0046 001 < 400 095% 25 42% 0050 1342 0355 0029 1 125 0049 0046 001 < 410 134% 26 76% 0071 1413 0398 0042 1194 0070 0066 001 < 420 134% 2810% 0071 1484 0442 0044 1264 0070 0066 001 < 430 134% 2944% 0071 1554 0487 0045 1334 0070 0066 001 < 440 180% 3124% 0095 1649 0549 0062 1428 0094 0089 002 < 450 180% 3304% 0095 1745 0614 0064 1521 0094 0090 002 < 460 340% 3644% 0180 1924 0740 0126 1699 0178 0170 003 < 470 540% 4184% 0285 2209 0952 0212 1982 0283 0273 o 05 MAX 480 270% 44 54% 0143 2352 1062 0110 2123 0142 0137 003 < 490 180% 4634% 0095 2447 1136 0075 2218 0094 0092 002 < 500 134% 4768% 0071 2518 1192 0056 2288 0070 0068 001 < 510 134% 49 02% 0071 2588 1249 0057 2358 0070 0068 001 < 520 134% 50 36% 0071 2659 1306 0057 2429 0070 0069 001 < 530 088% 5124% 0046 2705 1344 0038 2475 0046 0045 001 < 540 088% 5212% 0046 2752 1382 0038 2521 0046 0045 001 < 550 088% 53 00% 0046 2798 1420 0038 2568 0046 0045 001 < 560 088% 53 88% 0046 2845 1459 0038 2614 0046 ' 0045 001 < 570 088% 54 76% 0046 2891 1497 0039 2660 0046 , 0045 001 < 580 088% 55 64% 0046 2938 1536 0039 2706 0046 0045 001 < 590 088% 56 52% 0046 2984 1575 0039 2753 0046 0045 001 < 600 088% 57 40% 0046 3031 1614 0039 2799 0046 0045 001 < 610 088% 58 28% 0046 3077 1653 0039 2845 0046 0045 001 < 620 088% 59 16% 0046 3124 1693 0039 2891 0046 0045 001 < 630 088% 60 04% 0046 3170 1732 0040 2938 0046 0045 001 < 640 088% 60 92% 0046 3217 1772 0040 2984 0046 0045 001 < 650 072% 6164% 0038 3255 1804 0033 3022 0038 0037 001 < 660 072% 62 36% 0038 3293 1837 0033 3060 0038 0037 001 < 670 072% 63 08% 0038 3331 1870 0033 3098 0038 0037 001 < 680 072% 63 80% 0038 3369 1902 0033 3136 0038 0037 001 < 690 072% 64 52% 0038 3407 1935 0033 3 173 0038 0037 001 < 700 072% 65 24% 0038 3445 1968 0033 3211 0038 0037 001 < 710 072% 65 96% 0038 3483 2001 0033 3249 0038 0037 001 < 720 072% 66 68% 0038 3521 2034 0033 3287 0038 0037 001 < Date Received JUN 2 6 2008 Developed 25-year, SCS Type 1A, 24 hour Storm Original Submittal PERVIOUS IMPERVIOUS Ramlall Incre Ramfall Accum Accum lucre Accum lucre Total Instant Tlme dlstr Ramfall Incre Ramfall Runoff Runoff Runoff Runoff Runoff flowrate (mm) dlstr (m) (m) (m) (m) (m) (m) ~111} (cfs) ----- 730 072% 67 40% 0038 3559 2068 0033 3325 0038 0037 001 < 740 072% 6812% 0038 3597 2101 0033 3363 0038 0037 001 < 750 072% 6884% 0038 3635 2 134 0033 3401 0038 0037 001 < 760 072% 69 56% 0038 3673 2168 0033 3439 0038 0037 001 < 770 057% 70 13% 0030 3703 2194 0026 3469 0030 0030 001 < 780 057% 70 70% 0030 3733 2221 0027 3499 0030 0030 001 < 790 057% 7127% 0030 3763 2247 0027 3529 0030 0030 001 < 800 057% 7184% 0030 3793 2274 0027 3559 0030 0030 001 < 810 057% 7241% 0030 3823 2300 0027 3589 0030 0030 001 < 820 057% 72 98% 0030 3853 2327 0027 3619 0030 0030 001 < 830 057% 73 55% 0030 3883 2354 0027 3649 0030 0030 001 < 840 057% 7412% 0030 3914 2381 0027 3679 0030 0030 001 < 850 057% 7469% 0030 3944 2407 0027 3709 0030 0030 001 < 860 057% 75 26% 0030 3974 2434 0027 3739 0030 0030 001 < 870 057% 7583% 0030 4004 2461 0027 3769 0030 I 0030 001 < 880 057% 7640% 0030 4034 2488 0027 3799 0030 0030 001 < 890 050% 7690% 0026 4060 2512 0024 3825 0026 0026 000 < 900 050% 77 40% 0026 4087 2535 0024 3852 0026 0026 000 < 910 050% 77 90% 0026 4113 2559 0024 3878 0026 0026 000 < 920 050% 78 40% 0026 4140 2583 0024 3904 0026 0026 000 < 930 050% 78 90% 0026 4166 2607 0024 3931 0026 0026 000 < 940 050% 79 40% 0026 4192 2630 0024 3957 0026 0026 000 < 950 050% 79 90% 0026 4219 2654 0024 3983 0026 0026 000 < 960 050% 8040% 0026 4245 2678 0024 4010 0026 0026 000 < 970 050% 8090% 0026 4272 2702 0024 4036 0026 0026 000 < 980 050% 8140% 0026 4298 2726 0024 4062 0026 0026 000 < 990 050% 8190% 0026 4324 2750 0024 4089 0026 0026 000 < 1000 050% 8240% 0026 4351 2773 0024 4115 0026 0026 000 < 1010 040% 82 80% 0021 4372 2793 0019 4136 0021 0021 000 < 1020 040% 83 20% 0021 4393 2812 0019 4157 0021 0021 000 < 1030 040% 83 60% 0021 4414 2831 0019 4178 0021 0021 000 < 1040 040% 8400% 0021 4435 2850 0019 4199 0021 0021 000 < 1050 040% 84 40% 0021 4456 2869 0019 4220 0021 0021 000 < 1060 040% 84 80% 0021 4477 2889 0019 4242 0021 0021 000 < 1070 040% 85 20% 0021 4499 2908 0019 4263 0021 0021 000 < 1080 040% 85 60% 0021 4520 2927 0019 4284 0021 0021 000 < 1090 040% 8600% 0021 4541 2946 0019 4305 0021 0021 000 < 1100 040% 8640% 0021 4562 2966 0019 4326 0021 0021 000 < 1110 040% 86 80% 0021 4583 2985 0019 4347 0021 0021 000 < 1120 040% 8720% 0021 4604 3004 0019 4368 0021 0021 000 < 1130 040% 87 60% 0021 4625 3023 0019 4389 0021 0021 000 < 1140 040% 88 00% 0021 4646 3043 0019 4410 0021 0021 000 < 1150 040% 88 40% 0021 4668 3062 0019 4431 0021 0021 000 < 1160 040% 88 80% 0021 4689 3081 0019 4452 0021 0021 000 < 1170 040% 8920% 0021 4710 3101 0019 4473 0021 0021 000 < , " . Developed 25-year, SCS Type 1A, 24 hour Storm PERVIOUS IMPERVIOUS Ramfall Incre Ramfall Accum Accum Incre Accum Incre Total Instant I TIme dISlr Ramfall Incre Ramfall Runoff Runoff Runoff Runoff Runoff flowrate (mm) dIstr (m) 1I~ _{1Il)_~~~____(m) ICIn) (cfs) ---- I 1180 040% 89 60% 0021 4731 3120 0019 4494 0021 0021 000 < 1190 040% 90 00% 0021 4752 3140 0019 4516 0021 I 0021 000 < 1200 040% 90 40% 0021 4773 3159 0019 4537 0021 I 0021 000 < 1210 040% 90 80% 0021 4794 3178 0019 4558 0021 I 0021 000 < 1220 040% 9120% 0021 4815 3 198 0019 4579 0021 0021 000 < 1230 040% 9160% 0021 4836 3217 0019 4600 0021 0021 000 < 1240 040% 92 00% 0021 4858 3237 0019 4621 0021 0021 000 < 1250 040% 92 40% 0021 4879 3256 0019 4642 0021 , 0021 000 < 1260 040% 92 80% 0021 4900 3276 0019 4663 0021 I 0021 000 < 040% 93 20% 4684 I 000 < 1270 0021 4921 3295 0019 0021 0021 1280 040% 93 60% 0021 4942 3315 0019 4705 0021 : 0021 000 < 1290 040% 94 00% 0021 4963 3334 0019 4726 0021 0021 000 < 1300 040% 94 40% 0021 4984 3354 0020 4748 0021 I 0021 000 < , 1310 040% 94 80% 0021 5005 3373 0020 4769 0021 0021 000 < 1320 040% 95 20% 0021 5027 3393 0020 4790 0021 0021 000 < 1330 040% 95 60% 0021 5048 3412 0020 4811 0021 I 0021 000 < 1340 040% 96 00% 0021 5069 3432 0020 4832 0021 : 0021 000 < 1350 040% 96 40% 0021 5090 3451 0020 4853 0021 ' 0021 000 < 1360 040% 96 80% 0021 5 111 3471 0020 4874 0021 0021 000 < 1370 040% 97 20% 0021 5132 3490 0020 4895 0021 ; 0021 000 < 1380 040% 97 60% 0021 5 153 3510 0020 4916 0021 I 0021 000 < 1390 040% 98 00% 0021 5174 3530 0020 4937 0021 I 0021 000 < 1400 040% 9840% 0021 5196 3549 0020 4958 0021 0021 000 < 1410 040% 98 80% 0021 5217 3569 0020 4979 0021 ! 0021 000 < 1420 040% 99 20% 0021 5238 3588 0020 5001 0021 ' 0021 000 < 1430 040% 99 60% 0021 5259 3608 0020 5022 0021 10021 000 < 1440 040% 100 0% 0021 5280 3628 0020 5043 0021 0021 000 < Date Receiw}d JUN 2 6 2008 Original Submittal Prolect Description Project File Worksheet Flow Element Method Solve For I nput Data Mannlngs Coefficient Channel Slope Diameter Dlscharqe Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Percent Full Critical Slope VelOCity VelOCity Head SpeCIfic Energy Froude Number Maximum Discharge Full Flow Capacity Full Flow Slope Flow IS subcrltlcal 04/21/06 01 38 54 PM Parcel 3 - 25 Year Storm Event Worksheet for Circular Channel f IproJectslhaestadlflowmaster fllesl3741 2-y fm2 3" Pipe - Parcel 3 <25-yr> Circular Channel Manning's Formula Channel Depth 0013 0010000 ftlft 300 In o 05 cfs 013 ft 003 ft' 041 ft 025 ft 013 ft 5385 o 010087 ftlft 186 flls 005 ft 019 ft 099 010 cfs o 09 cfs o 003202 fllft Date ReceIved JUN 2 6 2008 Onglnal Submittal Haestad Methods, lnc 37 BrookSide Road Waterbury CT 06708 (203) 755-1666 FlowMaster vS 13 Page 1 of 1 Developed 2-year, SCS Type 1A, 24 hour Storm LUNDBLAD PARTITION (66th St - Parcell & Parcel 3) DEVELOPED CONDITION Date Received total area = 2965 007 (acres) FIleNo 3741 D2b QPW pervIOus area = 450 001 (acres) 04/21/06 I JUN 2 6 2008 ImpervIOUS area = 2515 006 (acres) pervlOus CN = 85 S= 17647 o 2S ~ o ~~I~nal Submittal lmpervlOus CN = 98 S~ 02041 o 2S = o 0408 I total depth ram Hyrdologle I Pt= 3 12 (mehes) SCS SOlI Type Group dt~ 10 (mm) Chapman Urban Land (25) B I 24-Hour SCS Type IA DesIgn Storm - 2 Year PERVIOUS IMPERVIOUS Ramfall Inere Ramfall Aeeum Aeeum Inere Aeeum Inere Tptal Instant TIme dlstr Ramfall Incre Ramfall Runoff Runoff Runoff Runoff Runoff flowrate _(mm) dIstr (m) (m) ~) ~L _ (m) (ml_ I (efs) I (m) I I 0 0 0 0 0 0 0 0 0 0 0< 10 040% 040% 0012 0012 0000 0000 0000 0000 0000 000 < 20 040% 080% 0012 0025 0000 0000 0000 0000 0000 000 < 30 040% 120% 0012 0037 0000 0000 0000 0000 0000 000 < 40 040% 160% 0012 0050 0000 0000 0000 0000 0000 000 < 50 040% 200% 0012 0062 0000 0000 0002 0002 0001 000 < 60 040% 240% 0012 0075 0000 0000 0005 0003 I 0002 000 < 70 040% 280% 0012 0087 0000 0000 0009 0004 0003 000 < 80 040% 320% 0012 0100 0000 0000 0013 0005 0004 000 < 90 040% 360% 0012 0112 0000 0000 0019 0005 0005 000 < 100 040% 400% 0012 0125 0000 0000 0024 0006 0005 000 < 110 050% 450% 0016 0140 0000 0000 0033 0008 0007 000 < 120 050% 500% 0016 0156 0000 0000 0042 0009 0008 000 < 130 050% 550% 0016 0172 0000 0000 0051 0010 0008 000 < 140 050% 600% 0016 0187 0000 0000 0061 0010 0009 000 < ISO 050% 650% 0016 0203 0000 0000 0072 0011 0009 000 < 160 050% 700% 0016 0218 0000 0000 0083 0011 0009 000 < 170 060% 760% 0019 0237 0000 0000 0096 0014 0012 000 < 180 060% 820% 0019 0256 0000 0000 0110 0014 0012 000 < 190 060% 880% 0019 0275 0000 0000 0125 0014 0012 001 < 200 060% 940% 0019 0293 0000 0000 0140 0015 0013 001 < 210 060% 1000% 0019 0312 0000 0000 0155 0015 0013 001 < 220 060% 10 60% 0019 0331 0000 0000 0170 0015 0013 001 < 230 070% 11 30% 0022 0353 0000 0000 0188 0018 0015 001 < 240 070% 1200% 0022 0374 0000 0000 0207 0019 0016 001 < 250 070% 1270% 0022 0396 0001 0001 0226 0019 0016 001 < 260 070% 1340% 0022 0418 0002 0001 0245 0019 0016 001 < 270 070% 1410% 0022 0440 0004 0002 0264 0019 0017 001 < " . Date Received Developed 2-year, SCS Type 1A, 24 hour Slorm JUN 2 6 2008 PERVIOUS IMPERVIOUS Onglnal submittal Ramfall lucre Ramfall Aeeum Aeeum , Incre Aeeum Inere Total Instant TIme dlstr Ramfall Inere Ramfall Runoff Runoff Runoff Runoff Runoff flowrate ~m) dlstr (m) (mt (m) (m) (m) (m) (m) (ef~_ 280 070% 1480% 0022 0462 0006 0002 0283 0019 0017 001 < 290 082% 1562% 0026 0487 0010 0003 0306 0023 0020 001 < 300 082% 1644% 0026 0513 0013 0004 0330 0023 0020 001 < 310 082% 1726% 0026 0539 0018 0004 0353 0023 0020 001 < 320 082% 1808% 0026 0564 0023 0005 0376 0023 0021 001 < 330 082% 1890% 0026 0590 0028 0005 0400 0024 0021 001 < 340 082% 1972% 0026 0615 0034 0006 0424 0024 0021 001 < 350 095% 20 67% 0030 0645 0041 0007 0452 0028 0025 001 < 360 095% 2162% 0030 0675 0050 0008 0479 0028 0025 001 < 370 095% 22 57% 0030 0704 0058 0009 0507 0028 0025 001 < 380 095% 23 52% 0030 0734 0068 0009 0535 0028 0025 001 < 390 095% 2447% 0030 0763 0077 0010 0564 0028 0025 001 < 400 095% 25 42% 0030 0793 0088 0010 0592 0028 0026 001 < 410 134% 26 76% 0042 0835 0103 0016 0632 0040 0036 001 < 420 ] 34% 2810% 0042 0877 0120 0016 0672 0040 0037 002 < 430 134% 2944% 0042 0919 0137 0017 0712 0040 0037 002 < 440 180% 3124% 0056 0975 0162 0025 0766 0054 0050 002 < 450 180% 3304% 0056 1031 o 188 0026 0821 0054 0050 002 < 460 340% 3644% 0106 1 137 0241 0053 0924 0103 0096 004 < 470 540% 4184% 0168 1305 0334 0093 1089 0165 0154 o 06 MAX 480 270% 44 54% 0084 1390 0384 0050 1172 0083 0078 003 < 490 180% 4634% 0056 1446 0418 0034 1227 0055 0052 002 < 500 134% 4768% 0042 1488 0444 0026 1268 0041 0039 002 < 510 134% 49 02% 0042 1529 0471 0027 1309 0041 0039 002 < 520 134% 50 36% 0042 1 571 0498 0027 1350 0041 0039 002 < 530 088% 5124% 0027 1599 0515 0018 1377 0027 0026 001 < 540 088% 5212% 0027 1626 0534 0018 1405 0027 0026 001 < 550 088% 53 00% 0027 1654 0552 0018 1432 0027 0026 001 < 560 088% 53 88% 0027 1681 0570 0018 1459 0027 0026 001 < 570 088% 54 76% 0027 1709 0589 0019 1486 0027 ' 0026 001 < 580 088% 55 64% 0027 1736 0608 0019 1513 0027 0026 001 < 590 088% 56 52% 0027 1763 0627 0019 1540 0027 0026 001 < 600 088% 57 40% 0027 1791 0646 0019 1567 0027 0026 001 < 610 088% 58 28% 0027 , [/818 0665 0019 1594 0027 0026 001 < 620 088% 5916% 0027 1846 0684 0019 1622 0027 0026 001 < 630 088% 6004% 0027 1 873 0704 0019 1649 0027 0026 001 < 640 088% 60 92% 0027 1901 0723 0020 1676 0027 0026 001 < 650 072% 61 64% 0022 1923 0739 0016 1698 0022 0021 001 < 660 072% 62 36% 0022 1946 0756 0016 1720 0022 0021 001 < 670 072% 63 08% 0022 1968 0772 0016 1743 0022 0021 001 < 680 072% 63 80% 0022 1991 0788 0016 1765 0022 0021 001 < 690 072% 64 52% 0022 2013 0805 0016 1787 0022 0021 001 < 700 072% 6524% 0022 2035 0821 0017 1 810 0022 0021 001 < 710 072% 65 96% 0022 2058 0838 0017 1832 0022 0021 001 < 720 072% 66 68% 0022 2080 0855 0017 1854 0022 0021 001 < " . Date Received Developed 2-year, SCS Type 1A, 24 hour Storm JUN 2 6 2008 009mal Submittal PERVIOUS IMPERVIOUS Ramfall !nere Ramfall Aecum Accum lnere Aecum !nere Total Instant Time dIstr Ramfall Inere Ramfall Runoff Runoff Runoff Runoff Runoff flowrate (mm) dlstr (ill) (m) (m) (m) (m) (m) _1111L (efs) -..-- ----- 730 072% 67 40% 0022 2103 0871 0017 1876 0022 0021 001 < 740 072% 68 12% 0022 2125 0888 0017 1 899 0022 0021 001 < 750 072% 68 84% 0022 2148 0905 0017 1921 0022 0021 001 < 760 072% 69 56% 0022 2170 0922 0017 1943 0022 0021 001 < 770 057% 70 13% 0018 2188 0936 0013 1961 0018 0017 001 < 780 057% 70 70% 0018 2206 0949 0014 1979 0018 0017 001 < 790 057% 71 27% 0018 2224 0963 0014 1996 0018 0017 001 < 800 057% 7184% 0018 2241 0976 0014 2014 0018 0017 001 < 810 057% 7241% 0018 2259 0990 0014 2031 0018 0017 001 < 820 057% 72 98% 0018 2277 1004 0014 2049 0018 0017 001 <, 830 057% 73 55% 0018 2295 1017 0014 2067 0018 0017 001 < 840 057% 74 12% 0018 2313 1031 0014 2084 0018 0017 001 < 850 057% 74 69% 0018 2330 1045 0014 2102 0018 0017 001 < 860 057% 75 26% 0018 2348 1059 0014 2120 0018 0017 001 < 870 057% 7583% 0018 2366 1073 0014 2137 0018 0017 001 < 880 057% 7640% 0018 2384 1087 0014 2155 0018 0017 001 < 890 050% 76 90% 0016 2399 1099 0012 2171 0016 0015 001 < 900 050% 77 40% 0016 2415 1 111 0012 2186 0016 0015 001 < 910 050% 77 90% 0016 2430 1123 0012 2202 0016 0015 001 < 920 050% 78 40% 0016 2446 1136 0012 2217 0016 0015 001 < 930 050% 78 90% 0016 2462 1148 0012 2233 0016 0015 001 < 940 050% 79 40% 0016 2477 1160 0012 2248 0016 0015 001 < 950 050% 79 90% 0016 2493 1173 0012 2264 0016 0015 001 < 960 050% 8040% 0016 2508 1 185 0012 2279 0016 0015 001 < 970 050% 80 90% 0016 2524 1 198 0012 2295 0016 0015 001 < 980 050% 8140% 0016 2540 1210 0012 2310 0016 0015 001 < 990 050% 8190% 0016 2555 1223 0013 2326 0016 0015 001 < 1000 050% 82 40% 0016 2571 1235 0013 2341 0016 0015 001 < 1010 040% 82 80% 0012 2583 1245 0010 2354 0012 0012 000 < 1020 040% 83 20% 0012 2596 1255 0010 2366 0012 0012 000 < 1030 040% 83 60% 0012 2608 1265 0010 2378 0012 0012 000 < 1040 040% 84 00% 0012 2621 1275 0010 2391 0012 0012 000 < 1050 040% 84 40% 0012 2633 1286 0010 2403 0012 0012 000 < 1060 040% 84 80% 0012 2646 1296 0010 2416 0012 0012 000 < 1070 040% 85 20% 0012 2658 1306 0010 2428 0012 0012 000 < 1080 040% 85 60% 0012 2671 1316 0010 2441 0012 0012 000 < 1090 040% 8600% 0012 2683 1326 0010 2453 0012 0012 000 < 1100 040% 8640% 0012 26'96 1336 0010 2465 0012 0012 000 < 1110 040% 86 80% 0012 2708 1346 0010 2478 0012 0012 000 < 1120 040% 87 20% 0012 2721 1357 0010 2490 0012 0012 000 < 1130 040% 87 60% 0012 2733 1367 0010 2503 0012 0012 000 < 1140 040% 88 00% 0012 2746 1377 0010 2515 0012 0012 000 < 1150 040% 88 40% 0012 2758 1387 0010 2527 0012 0012 000 < !I 60 040% 88 80% 0012 2771 1398 0010 2540 0012 0012 000 < 1170 040% 8920% 0012 2783 1408 0010 2552 0012 0012 000 < ~ I ' , I Developed 2-year, SCS Type 1A, 24 hour Storm PERVIOUS IMPERVIOUS Ramfall Inere RaInfall Aeeum Aeeum Incre Aeeum Inere Total Instant Time dlSIT Ramfall Inere Ramfall Runoff Runoff Runoff Runoff Runoff flowrate (mm) dlSIT m_(m) (In) -~) (InJ_ (m) (lnt_ (m) (cfs) - 1180 040% 8960% 0012 2796 1418 0010 2565 0012 0012 000 < 1190 040% 90 00% 0012 2808 1428 0010 2577 0012 0012 000 < 1200 040% 90 40% 0012 2820 1439 0010 2590 0012 0012 000 < 1210 040% 90 80% 0012 2833 1449 0010 2602 0012 0012 000 < 1220 040% 9120% 0012 2845 1459 0010 2614 0012 0012 000 < 1230 040% 9160% 0012 2858 1470 0010 2627 0012 0012 000 < 1240 040% 92 00% 0012 2870 1480 0010 2639 0012 0012 000 < 1250 040% 92 40% 0012 2883 1490 0010 2652 0012 0012 000 < 1260 040% 92 80% 0012 2895 1501 0010 2664 0012 0012 000 < 1270 040% 93 20% 0012 2908 1511 0010 2677 0012 0012 000 < 1280 040% 93 60% 0012 2920 1522 0010 2689 0012 0012 000 < 1290 040% 94 00% 0012 2933 1532 0010 2701 0012 0012 000 < 1300 040% 94 40% 0012 2945 1542 0010 2714 0012 0012 000 < 1310 040% 94 80% 0012 2958 1553 0010 2726 0012 0012 000 < 1320 040% 95 20% 0012 2970 1563 0010 2739 0012 0012 000 < 1330 040% 95 60% 0012 2983 1574 0010 2751 0012 0012 000 < 1340 040% 96 00% 0012 2995 1584 0010 2763 0012 0012 000 < 1350 040% 96 40% 0012 3008 1595 0010 2776 0012 0012 000 < 1360 040% 9680% 0012 3020 1605 0010 2788 0012 0012 000 < 1370 040% 97 20% 0012 3033 1616 0011 2801 0012 0012 000 < 1380 040% 97 60% 0012 3045 1626 0011 2813 0012 0012 000 < 1390 040% 98 00% 0012 3058 1637 0011 2826 0012 0012 000 < 1400 040% 98 40% 0012 3070 1647 0011 2838 0012 0012 001 < 1410 040% 98 80% 0012 3083 1658 0011 2850 0012 0012 001 < 1420 040% 99 20% 0012 3095 1668 0011 2863 0012 0012 001 < 1430 040% 99 60% 0012 3 108 1679 0011 2875 0012 0012 001 < 1440 040% 100 0% 0012 3120 1690 0011 2888 0012 0012 001 < Date Received: J"., ~ " 2008 -..h ~ ~ ... Onglnal Submittal . .1 I Date Received: Developed 25-year, SCS Type 1A, 24 hour Storm JUN 2 6 2008 LUNDBLAD PARTITION (66th St - Parcel I & PaQ\'JID?al SubmittAl DEVELOPED CONDITION total area = 2965 007 (acrcs) FIleNo 3741 D25b QPW pervIOus area = 450 001 (acres) 04!2I/06 ImpervIOus area = 2515 006 (acres) pervlOus CN = 85 S= 17647 02S= o 3529 ImpervlOus CN = 98 S= 02041 o 2S= o 0408 I total depth ram HyrdologIc Pt= 528 (mches) SCS SoIl Type Group dt= 10 (mm) Chapman Urhan Land (25) B 24-Hour SCS Type lA DesIgn Storm - 25 Year PERVIOUS IMPERVIOUS Ramfall Incre Ramfall Accum Accum Incre Accum Incre Total Instant TIme dIstr RaInfall Incre Ramfall Runoff Runoff Runoff Runoff Runoff flowrate (mm) dIstr __~m) (10) __(In) _ (1r1L (Ill) (10) (m)__~) 0 0 0 0 0 0 0 0 0 0 0< 10 040% 040% 0021 0021 0000 0000 0000 0000 0000 000 < 20 040% 080% 0021 0042 0000 0000 0000 0000 0000 000 < 30 040% 120% 0021 0063 0000 0000 0002 0002 0002 000 < 40 040% 160% 0021 0084 0000 0000 0008 0005 0005 000 < 50 040% 200% 0021 0106 0000 0000 0016 0008 0007 000 < 60 040% 240% 0021 0127 0000 0000 0025 0010 0008 000 < 70 040% 280% 0021 0148 0000 0000 0037 o Oil 0010 000 < 80 040% 320% 0021 0169 0000 0000 0049 0013 o OIl 000 < 90 040% 360% 0021 0190 0000 0000 0063 0014 0012 000 < 100 040% 400% 0021 o 2ll 0000 0000 0078 0014 0012 001 < 110 050% 450% 0026 0238 0000 0000 0097 0019 0016 001 < 120 050% 500% 0026 0264 0000 0000 0117 0020 0017 001 < 130 050% 550% 0026 0290 0000 0000 0137 0021 0018 001 < 140 050% 600% 0026 0317 0000 0000 0159 0021 0018 001 < 150 050% 650% 0026 0343 0000 0000 0181 0022 0019 001 < 160 050% 700% 0026 0370 0000 0000 0203 0022 0019 001 < 170 060% 760% 0032 0401 0001 0001 0230 0027 0023 001 < 180 060% 820% 0032 0433 0003 0002 0258 0028 0024 001 < 190 060% 880% 0032 0465 0007 0003 0286 0028 0024 001 < 200 060% 940% 0032 0496 0011 0004 0315 0028 0025 001 < 210 060% 1000% 0032 0528 0016 0005 0343 0029 0025 001 < 220 060% 10 60% 0032 0560 0022 0006 0372 0029 0026 001 < 230 070% 1130% 0037 0597 0030 0008 0407 0034 0030 001 < 240 070% 1200% 0037 0634 0039 0009 0441 0034 0031 001 < 250 070% 1270% 0037 0671 0048 0010 0476 0035 0031 001 < 260 070% 13 40% 0037 0708 0059 0011 0510 0035 0031 001 < 270 070% 1410% 0037 0744 0071 0012 0545 0035 0031 001 < .. . Date ReceIved JUN 2 6 2008 Developed 25-year, SCS Type 1A, 24 hour Storm OnglOa1 Submittal PERVIOUS IMPERVIOUS Ramfall !nere Ramfall Aeeum Aeeum !nere Aeeum !nere Total Instant TIme dlstr Ramfall Inere Ramfall Runoff Runoff Runoff Runoff Runoff flowrate (mm) dlstr (m) (m) JIIl) (m) u_(m) (m) (m) (efs) ------- --------- 280 070% 1480% 0037 0781 0084 0013 0581 0035 0032 001 < 290 082% 1562% 0043 0825 0100 0016 0622 0041 0037 002 < 300 082% 1644% 0043 0868 0116 0017 0664 0042 0038 002 < 310 082% 1726% 0043 0911 0134 0018 0705 0042 0038 002 < 320 082% 1808% 0043 0955 0153 0019 0747 0042 0038 002 < 330 082% 1890% 0043 0998 0173 0020 0789 0042 0039 002 < 340 082% 1972% 0043 1041 0193 0020 0831 0042 0039 002 < 350 095% 20 67% 0050 1091 0218 0025 0880 0049 0045 002 < 360 095% 2162% 0050 1142 0244 0026 0929 0049 0045 002 < 370 095% 22 57% 0050 1192 0270 0027 0978 0049 ' 0046 002 < 380 095% 23 52% 0050 1242 0298 0028 1027 0049 0046 002 < 390 095% 2447% 0050 1292 0326 0028 1076 0049 0046 002 < 400 095% 2542% 0050 1342 0355 0029 1 125 0049 0046 002 < 410 134% 2676% 0071 1413 0398 0042 1194 0070 0065 003 < 420 134% 28 10% 0071 1484 0442 0044 1264 0070 0066 003 < 1334 , 430 134% 2944% 0071 1554 0487 0045 0070 0066 003 < 440 180% 3124% 0095 1649 0549 0062 1428 0094 0089 004 < 450 180% 33 04% 0095 1745 0614 0064 1521 0094 0089 004 < 460 340% 3644% 0180 1924 0740 0126 1699 0178 0170 007 < 470 540% 4184% 0285 2209 0952 0212 1982 0283 0272 o 11 MAX 480 270% 44 54% 0143 2352 1062 0110 2123 0142 0137 006 < 490 180% 4634% 0095 2447 1136 0075 2218 0094 0091 004 < 500 134% 4768% 0071 2518 1192 0056 2288 0070 0068 003 < 510 134% 4902% 0071 2588 1249 0057 2358 0070 0068 003 < 520 134% 50 36% 0071 2659 1306 0057 2429 0070 0068 003 < 530 088% 5124% 0046 2705 1344 0038 2475 0046 0045 002 < 540 088% 5212% 0046 2752 1382 0038 2521 0046 0045 002 < 550 088% 53 00% 0046 2798 1420 0038 2568 0046 0045 002 < 1 560 088% 53 88% 0046 2845 1459 0038 2614 0046 ' 0045 002 < 570 088% 54 76% 0046 2891 1497 0039 2660 0046 0045 002 < 580 088% 55 64% 0046 2938 1536 0039 2706 0046 ' 0045 002 < 590 088% 5652% 0046 2984 1575 0039 2753 0046 0045 002 < 600 088% 57 40% 0046 3031 1614 0039 2799 0046 0045 002 < 610 088% 58 28% 0046 3077 1653 0039 2845 0046 0045 002 < 620 088% 5916% 0046 3124 1693 0039 2891 0046 0045 002 < 630 088% 6004% 0046 3170 1732 0040 2938 0046 0045 002 < 640 088% 60 92% 0046 3217 1772 0040 2984 0046 0045 002 < 650 072% 6164% 0038 3255 1804 0033 3022 0038 0037 002 < 660 072% 62 36% 0038 3293 1837 0033 3060 0038 0037 002 < 670 072% 63 08% 0038 3331 1870 0033 3098 0038 0037 002 < 680 072% 63 80% 0038 3369 1902 0033 3136 0038 0037 002 < 690 072% 64 52% 0038 3407 1935 0033 3173 0038 0037 002 < 700 072% 65 24% 0038 3445 1968 0033 3211 0038 0037 002 < 710 072% 65 96% 0038 3483 2001 0033 3249 0038 0037 002 < 720 072% 6668% 0038 3521 2034 0033 3287 0038 0037 002 < . . . . Date Received' Developed 25-year, SCS Type 1A, 24 hour Storm JUN 2 6 2008 Onglnal SubmittaL PERVIOUS IMPERVIOUS RaInfall Inere Ramfall Aeeum Aeeum Inere Aeeum Inere Total Instant TIme dlstr Ramfall Inere Ramfall Runoff Runoff Runoff Runoff Runoff flowrate I (mm) dlstr (m) u(111L_ (m) (In) (m) (m) (m) (efs) ------- 730 072% 67 40% 0038 3559 2068 0033 3325 0038 0037 002 < 740 072% 6812% 0038 3597 2101 0033 3363 0038 0037 002 < 750 072% 6884% 0038 3635 2134 0033 3401 0038 0037 002 < 760 072% 69 56% 0038 3673 2168 0033 3439 0038 0037 002 < 770 057% 70 13% 0030 3703 2194 0026 3469 0030 0029 001 < 780 057% 70 70% 0030 3733 2221 0027 3499 0030 0029 001 < 790 057% 71 27% 0030 3763 2247 0027 3529 0030 0029 001 < 800 057% 7184% 0030 3793 2274 0027 3559 0030 0029 001 < 810 057% 7241% 0030 3823 2300 0027 3589 0030 0030 001 < 820 057% 72 98% 0030 3853 2327 0027 3619 0030 0030 001 < 830 057% 73 55% 0030 3883 2354 0027 3649 0030 0030 001 < 840 057% 74 12% 0030 3914 2381 0027 3679 0030 I 0030 001 < 850 057% 7469% 0030 3944 2407 0027 3709 0030 0030 001 < 860 057% 7526% 0030 3974 2434 0027 3739 0030 0030 001 < 870 057% 75 83% 0030 4004 2461 0027 3769 0030 0030 001 < 880 057% 7640% 0030 4034 2488 0027 3799 0030 0030 001 < 890 050% 76 90% 0026 4060 2512 0024 3825 0026 0026 001 < 900 050% 77 40% 0026 4087 2535 0024 3852 0026 0026 001 < 910 050% 77 90% 0026 4113 2559 0024 3878 0026 0026 001 < 920 050% 78 40% 0026 4140 2583 0024 3904 0026 0026 001 < 930 050% 78 90% 0026 4166 2607 0024 3931 0026 0026 001 < 940 050% 79 40% 0026 4192 2630 0024 3957 0026 0026 001 < 950 050% 79 90% 0026 4219 2654 0024 3983 0026 0026 001 < 960 050% 80 40% 0026 4245 2678 0024 4010 0026 0026 001 < 970 050% 80 90% 0026 4272 2702 0024 4036 0026 0026 001 < 980 050% 81 40% 0026 4298 2726 0024 4062 0026 0026 001 < 990 050% 8190% 0026 4324 2750 0024 4089 0026 0026 001 < 1000 050% 82 40% 0026 4351 2773 0024 4115 0026 0026 001 < 1010 040% 82 80% 0021 4372 2793 0019 4136 0021 0021 001 < 1020 040% 83 20% 0021 4393 2812 0019 4157 0021 0021 001 < 1030 040% 83 60% 0021 4414 2831 0019 4178 0021 0021 001 < 1040 040% 84 00% 0021 4435 2850 0019 4199 0021 I 0021 001 < 1050 040% 84 40% 0021 4456 2869 0019 4220 0021 0021 001 < 1060 040% 84 80% 0021 4477 2889 0019 4242 0021 0021 001 < 1070 040% 85 20% 0021 4499 2908 0019 4263 0021 0021 001 < 1080 040% 85 60% 0021 4520 2927 0019 4284 0021 0021 001 < 1090 040% 86 00% 0021 4541 2946 0019 4305 0021 0021 001 < 1100 040% 8640% 0021 4562 2966 0019 4326 0021 0021 001 < 1110 040% 86 80% 0021 4583 2985 0019 4347 0021 0021 001 < 1120 040% 87 20% 0021 4604 3004 0019 4368 0021 0021 001 < 1130 040% 87 60% 0021 4625 3023 0019 4389 0021 0021 001 < 1140 040% 88 00% 0021 4646 3043 0019 4410 0021 0021 001 < 1150 040% 88 40% 0021 4668 3062 0019 4431 0021 0021 001 < 1160 040% 88 80% 0021 4689 3081 0019 4452 0021 0021 001 < 1170 040% 89 20% 0021 4710 3101 0019 4473 0021 0021 001 < , ".. . Developed 25-year, SCS Type 1A, 24 hour Storm PERVIOUS IMPERVIOUS RamfaIl Inere RamfaU Aeeum Aeeum Inere Aeeum Inere Total Instant T,me dlstr RamiaIl Inere RalllfaIl Runoff RunotI Runoff Runoff Runoff flowrate (mm) dlstr (m) (m) (m) (m)__ (m) (m) _em) jefs) 1180 040% 89 60% 0021 4731 3120 0019 4494 0021 0021 001 < 1190 040% 90 00% 0021 4752 3140 0019 4516 0021 0021 001 < 1200 040% 90 40% 0021 4773 3 159 0019 4537 0021 0021 001 < 1210 040% 90 80% 0021 4794 3178 0019 4558 0021 0021 001 < 1220 040% 9120% 0021 4815 3198 0019 4579 0021 0021 001 < 1230 040% 9160% 0021 4836 3217 0019 4600 0021 0021 001 < 1240 040% 92 00% 0021 4858 3237 0019 4621 0021 0021 001 < 1250 040% 92 40% 0021 4879 3256 0019 4642 0021 0021 001 < 1260 040% 92 80% 0021 4900 3276 0019 4663 0021 0021 001 < 1270 040% 93 20% 0021 4921 3295 0019 4684 0021 0021 001 < 1280 040% 93 60% 0021 4942 3315 0019 4705 0021 0021 001 < 1290 040% 94 00% 0021 4963 3334 0019 4726 0021 0021 001 < 1300 040% 94 40% 0021 4984 3354 0020 4748 0021 0021 001 < 1310 040% 94 80% 0021 5005 3373 0020 4769 0021 0021 001 < 1320 040% 9520% 0021 5027 3393 0020 4790 0021 0021 001 < 1330 040% 95 60% 0021 5048 3412 0020 4811 0021 0021 001 < 1340 040% 96 00% 0021 5069 3432 0020 4832 0021 0021 001 < 1350 040% 96 40% 0021 5090 3451 0020 4853 0021 0021 001 < 1360 040% 96 80% 0021 5 111 3471 0020 4874 0021 0021 001 < 1370 040% 97 20% 0021 5132 3490 0020 4895 0021 0021 001 < 1380 040% 97 60% 0021 5 153 3510 0020 4916 0021 0021 001 < 1390 040% 98 00% 0021 5174 3530 0020 4937 0021 0021 001 < 1400 040% 9840% 0021 5196 3549 0020 4958 0021 0021 001 < 1410 040% 98 80% 0021 5217 3569 0020 4979 0021 0021 001 < 1420 040% 99 20% 0021 5238 3588 0020 5001 0021 0021 001 < 1430 040% 99 60% 0021 5259 3608 0020 5022 0021 0021 001 < 1440 040% 100 0% 0021 5280 3628 0020 5043 0021 ' 0021 001 < Date Received JUN 2 6 2008 Ongl.l~~ ~_L(nlt...IJ.! .. ... , ~ ", Ro~ Lundblad 541 741 0802 p.2 ( ( "' SCHEDULE A 750 {{TH SI: @ Order No 02.108575-46 Policy No Amount of Lnsurance Premium Amount , 27-031-92-389357 $ 263,000 00 $ 863 00 Date of Polley August 16, 2005 at 01 02 pm 1 Name of Insured Roy W Lundblad , , 2 The estate or Interest In the land described herein and whIch IS covered by this policy .S A Fee 3 Title to the estate or .nterest In the Land IS vested In Roy W Lundblad 4 The land referred to In thIs policy IS sItuated In the County of Lane, State of Oregon, and IS described as follows SEE EXHIBIT "ONE" ATTACHED HERETO AND MADE A PART HEREOF Date Received JUN 2 6 2008 I I Onglnal Submittal THLS POLICY VALID ONLY IF SCHEDULE B IS ATTACHED Page 1 Ro:; Lundblad ( Owner's Standard EXHIBIT "ONE" 541 741 0802 p.3 ( Order No 02-108575-46 Policy No 27-031-92-389357 Beginning at a POInt 2128 3 feet North and 174 1 feet North 870 47' West from the Southwest corner 6) of the WIlliam Y Miller Donation Land ClaIm No 48, In Township 17 South, Range 2 West of the Willamette Mendran, and run thence North 870 47' West 186 9 feet, thence North 150 0 feet, thence I South 870 47' East 186 9 feet, thence South 150 0 feet to the POint of Beginning, m Lane County, Oregon I I EXCEPTING BegInning at a Pomt being South 0013' 36" West 1826 41 feet and North 870 30' 00" West 176 54 feet from the Northwest corner of the William Y MIller Donat;on Land Claim No 48, I TownshIp 17 South, Range 2 West of the Wrllamette Mendlan, thence along the arc of a 275 foot radiUS curve nght (the chord of which curve bears North 530 26' 12" West 4572 feet) a distance of 4577 feet, thence South 87030' 00" East 36 88 feet, thence South 0017' 00" West 25 63 feet to the POint of Begmnlng, In Lane County, Oregon I " Date Received JUN 2 6 2008 Onglnal Submittal Page 2 Ro~ Lundblad 541 741 0802 p.4 ( ( , Owner's Standard Order No 02-108575-46 Policy No 27-031-92-389357 SCHEDULE B This policy does not msure against loss or damage (and the Company will not pL costs, attorneys' fees GJ or expenses) which anse by reason of the following 'I I I I GENERAL EXCEPTIONS- I 1 Taxes or assessments which are not shown as eXisting liens by the records of any t?Xlng authority that levies taxes or assessments on real property or'by the public records, I proceedings by a public agency which may result In taxes or assessments, or notices of I such proceedmgs whether or not shown by the records of such agency or by the public records I I I Any facts, rights, ,Merests or claims which are not shown by the public records but which I could be ascertamed by an Inspection of said land or by makmg mqUlry of persons m possessIOn 2 3 I Easements, or claims of easements or encumbrances, not shown by the public records, I reservations or exceptions In patents or In acts authorizIng the Issuance thereot, water nghts, claims or title to water ' 4 I DIScrepancies, conflicts In boundary lines, shortage In area, encroachments or any other facts which a correct survey would disclose I 5 Any statutory liens for labor or material, Includtng liens for contnblJ!lons due to the State of Oregon for unemployment compensation and for worker's compensatIOn, which have now gained or may gam pnorlty over the lien of the Insured deed of trust, which liens do not now appear of record I SPECIFIC ITEMS AND EXCEPTIONS: 6 I Property taxes, which are a lien not yet due and payable, mcludmg any assessments collected With taxes to be leVied for the fiscal year 2005-2006 7 I Rights of the public and governmental agencIes In and to any portion of said land Iymg Within the boundanes of streets, roads and highways I Date Received JUN 2 6 2008 Page 3 Onglnal Submittal Ro~ Lundblad 541 741 0802 p.5 ( ( . Owner's Standard Order No 02-108575-46 Policy No 27-031-92-389357 8 Matters contained In that certam document entItled "Agreement", dated February 25, 1974, by and between Ola B Cogburn, et ai, recorded April 17, 1974, Recorder's No 74-15430, which document, among other thmgs, containS or proVIdes for "Access" Reference IS made to saId document for full partIculars 9 A deed of trust to secure an obhganons secured thereby Indebtedness In the amount show~ below, I and any other ~ Amount Dated. Grantor Trustee BenefICIary Loan No Recorded $201,600 00 August 11, 2005 Roy W Lundblad FIdelIty NatIOnal TItle Company Amerrcan Brokers CondUIt 0000940921 August 16, 2005, Recorder's No , , 2005-063757 Date Received JUN 2 6 2008 Onglnal Subm,tral ______ Page 4 C. " ( RECORDING REQUESTED BY FlOEL.ITY NATIONAL. TITLE COMPANY OF OREGON , GRANTOR S NAME Bryce N McLean and Shelll8 Lynn Evans GRANTEE'S NAME Roy W Lundblad SEND TAX STATEMENTS To Ro_y'!!.. . L~ndblad ~ / lie -45. ..". .."_. /~LN V~(/fI PI. Spnngftel" =~ Bi'~ SP~/(,Jli-fllhi!1 Of'., ,/7'177 DivisIon of ChIef Deputy Cle~k Lane County Deeds and Reco~ds I ~OO~.m1~c I AFTER RECORDING RETURN TO Roy W Lundblad I 750.... s.,.., ~ C)5 ~i:XJl.,.Q...., .Jip..ngf1n'.... OR 971:8 1111111111111111111111111111111111111111111111111 13100 0072637720050063756002002808/1612005 01 02 06 PM RPR-DEED Cnl=1 Sln=4 CASHIER 02 $10 00 $11 00 $10 00 ~I"'AL;1: AdUVI: I nl" LII'-'<; r,),-\ K~l;U',UI:" " y."" STATUTORY WARRANTY DEED Bryce N McLean and Shelha Lynn Evans fka Shelhrra L McLean, Grantor, conveys and warrants to I J Roy W Lundblad Grantee the follOWing descrrbed real property, free and clear of encumbrances except as specIfically ~~J-set forth below situated In the County of Lane, State of Oregon I SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF I I I Subject to and excepting Covenants, ComMlOfls RestTlctlOns and Easements of Record 2005-2006 Taxes, a hen not yet due or payable 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 PROPERTY 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 PRACTICES AS DEFINED IN ORS 30 930 I * THE TRUE AND ACTUAL CONSIDERATION FOR THIS CONVEYANCE IS $263 000 Dei (See ORS 93 0301 *BEING PAID BY A QUALIFIED INTERMEDIARY PURSUANT TO A 1031 EXCHANGE AFTER RECORDING RETURN TO FIDELITY NATIONAL Tln.E INSURANCE COMPANY OF OREGON BOO WILLAMETTE ST #500 EUGeNE, OR 97401 ~ -v-2-- - ~ ___ ./9" B~k;?A~~ Shellia Lynn Evans DA TED August 8 2005 A OFFIClALSEAL STATE OF OREGO . NOTARYP~:l~OREGON COUNTY OF LANE ..__ COMMJSSI~~n 1Q1l:Jl1 .. .:....,2~'-'~~ _! ~S.JU~Y26 2009 ThIS Instrument was acknowledged before me ~I c;? ~,:)5 C::~J::ND SH~YNN EVANS NOTARY PU Ie FOR OREGo'-')" ~ MY COMMIssro PIRES Date F :ecelved JUN 2 6 2008 Onglnal Subl nlttal FORD 313 (Rev 2/96) STATUTORY WARRANTY DEED 'D~ 10'6575 il'L Lilli .J ... ,.. ,I M '0.. E"CT<IW No 02 108575 SS 46 Title Order No 001 08575 . . \ EXHIBIT ONE Beglnmng at a POint 2128 3 feet North and 174 1 feet North 870 47 West from the Southwest corner of the Wilham Y Miller DOnatIon Land Claim No 48, m TownshIp 17 South, Range 2 West of the Willamette Meridian, and run thence North 870 47 West 186 9 feet, thence North 150 0 feet thence South 870 47' East 186 9 feet thence South 150 0 feet to the Pomt of Begmnmg 10 Lane County Oregon I EXCEPTING BeglnOlng at a Pomt being South 0013' 36 West 1826 41 feet and North 870 30 00" West 1~6 54 feet from the Northwest corner of the Wilham Y Miller Donation Land Claim No 48, Township 17 South, Range 2 West of the WilJamette Mendlan thence along the arc of a 275 foot radiUS curve fight (the chord of which curve bears North 530 26 12" West 45 72 feet) a distance of 45 77 feet, thence South 870 30 OO~ East 36 88 feet, thence South Do 17 Don West 25 63 feet to the POint of Beginning, In Lane County Oregon Date Received. JUN 2 5 2008 OOg/naf SUbml tal_ -- 225 Fifth Street Sprmgfield, Oregon 97477 541-726-3759 Phone Job/Journal Number SUB2008-00030 SUB2008-00030 SUB2008-00030 Payments Type of Payment Check cRecemtl RECEIPT #. 3200800000000000430 DescriptIOn CTY Partition TentatIve Plan + 5% Technology Fee Postage Fee Type 11- $155 PaId By ROY W LUNBALD Received By Check Number Batch Number tJ Page I of I (' of Sprmgfield OffiCIal ReceIpt l>~..elopment ServIces Department PublIc Works Department Date. 06/26/2008 2 22 43PM Item Total AuthorizatIOn Number Amount Due 4,72900 236 45 15500 $5,120 45 , I How Received Amount Paid 4322 $5,]2045 $5,120 45 In Person Payment Total Date Received JUN 2 6: 2008 I I OngInal Submittal 6/26/2008