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HomeMy WebLinkAboutApplication APPLICANT 2/2/2006 ./ (:itv nf Snrinnflplrl -''';/ -', -r' "':r"-'- -. Development Services Department. - . . 225 Fift.h Street.. . .:~" '. - . .._:':'_'" Springfield, OR 97477 J' " ~., . ,. ~ ,~. - . , " SPRINGFIELD ;... . .....~ OW d i .,j. . " '.- .' '.to:' ;..-1,.... ...... Land .DivisionAppUcatio-''1~'Type:iI .:.- " ill ~ r.: ~ IjI : J /I t c: . ~' .........:..... Subdivision Tentati~e: . 129 Subdivision Replat Tentative: 0 Partition Tentative:" .-- 0 Partition Replat Tentative:" 0 8 ,_ 0 -. .......................... .... .......................... ........................... ........... ..... ..................... . . ~SES~~R.;S:~A~.N~:.~:.\;:~.6~ ';'3).;. .~.~~::<.~i~~~OI N~(~)r:.::.Zlb.b1 ~ Ui>, Property Addres~: 2'1,2 S:-lj'2~ c:;hif' o. ., . <..... . .1... -. ,d , ... S~zeof f'rop.er~y::.,~~"H -~. /'2~ '., ".. ..' . . . A~~~sl5?J. Square Feet 0 p.r().I'()~~~~i.lI11t1:()~.~.~.~~i~i~i()~:.~....:'?~..~,...~".ef......fo:Y'l<:::.. ........'.... ....., .......... ..... Description of " ::t;,~~~"~L;.' 1':\~,;,,\." lo~,t~+~ ~~\,,,:-u.. '~.' :k~\.. KD"-:...~-t<;. Proposal:- "..- ,p'.. .,............ r ........... .. ; "... .- ~, -'#..,-., ,,~, ... Existil1g'U.~e::J~- . ..ez<,";'~D;.,,{,::-'u1:#_'" ~, - ..,,~ ..~ ,. _... ..".-- ,. ._...~. ><-"- ."" # of Lots/Parcels: -b'Avg; 'Lot/Parcel Size: R:2.. '17' . sf Density: .. I'D' . 'dufacre ....................-....:::::::::::::::::::::::..:.......::::::::::........................................ ............. :::::::::/:::::::::::; :::::::::::::::::::::: ............................ :::::;::::::::: . ~~ Applicant Name: fJ t'lN' FI- tJ.. Ii (' ~ Jf'd'tI -?-J 2,b Company: IlU-Ul/ ~J''' e1..f fAlC . 'N~itl() ~d.~r.4!!is:':....... I ,!h'r7 . 1/ h a 7-1A';:( q(..... . ................ ~~~,i~~~~~~~~~.:I~:=.~~~:;~,;~V;~C '.._, '. ," Phone:;C"L~Z~4i;i . companv::..~.;:.,.::t.... .~~~~....;~~"f\ss-':c.;S(.),~'. ".':.... ~. j:ax::",j:'RB~:-'1(,<,i:: ..:' :::;:::';~:~~r: . ',~0~;-t~:~;b~,,~s%~~)!;~~;:yl~~~~~: ,'..1' ~ '. - .. -, ,,~.' . Company:'....... .....<" '..,' \. IFax:'....I~ I . Address:".~" I'N I, I' , r. ,. " , " ';:' : Zoning: Overlay, District: Applicable Refinement Plan: Plan Designation: Location: .City Limits..!;] h. '. Urban Growth Boundary O' .~~~c.~~~~~.~.~~~~~~.~~~.~.~.:...'~tf..~1<....?:~~::.~~6ttf.:e1~~]::~...;.~.~.~.~.il Pre-Submittal .' . ... .. '." , 1. / /I' . ,.. ". Reviewed by: . . CaseNC?'1.<,..\_,p\.c7...f"l'U(':'-": D:5CJ~ Date: ~/O((;t(i.f.I~tiaIS) .~~_ " ...~. "'" '.. . , .,. _. "., .. . Reviewed by:. Case No.:'.... .",.., .' --,.. "., Date: '(initials) "- ~'..'- _..;. . -. r" -"'t,_'I"t-'I".... p.,........,.~.~, . ", .,- Application"Fee,:..~;.',:~1'7\. .,.. . Postage Fee: Total Fee: .,.~...t~r'9 ...,..................-.,..,........ ".". ,........ .",....~..>.,. ....... ................... .................... I, ......'...1 i' ,-, ,'..""<r.,'.... , .. ...'" ~.'...l'...'I....."..... . - .' . /" >J!~~'{ . - t'}'VZ0h ~ . : 2- .1~t~Fd;~" ~",., II </J: G0 .A.-/v1, , 0 '., !;.,,:~,' .:. 1./Z/)oo6 aI" ';N.c.lito;;U. Planner: AL / / .,i''''1,,1\i~,~:h.-'\'' . ' ....,'... ",", .. S~eps in the Proces!5: " ' '. 1. The Applicant S_ubmits a .pre:,Subrnittal Meeting Application .. . _ __" .. ,..-""" , ....." " .' 1\ " .Th~ pre-~ubmittal!\PlJlifCl~ion. ismancjatory .but there is !1,0 adqitional review fee for this service, -The submittal package must conform to the application completeness checklist "attached to this form;--Youare required to submit'7copies~ofthe'submittaITeguiremel1ts' packet forpre~submiftal'~eview., ,Pre-submittal meetings will be ,condLJcted 'every,Tuesday, .,' and Friday between.l0:00am and noon. We will strive,to.conduct,the Pre-Submittal meeting.. within five to se~en working, days,of receiving'the applic~tion. - ... ~ .. ___~ .......~..,.... "', _' r- ._1 2. App!icant _~nd~he CiW C,o!1duft t!1e P~e~Submittal,M~eting .~ , . ..l . '"./-' ,,~_ .;... ..... -.. ;'-'. r;..- -ofr , ~. -i'_ - "".. -, ... .. -'. -'- .- ~ .Y'-I~ s,trongfy.encou'r~ge you, the oWl)er and designtei'lm to attend:th~ Pre-Submittal meeting. ,The meeting ,will ,beheld, with representatives from Public Works Engineering and Transportation, Community Services (Building), Fire Marshall's office, and the Planning , Division.,!:hemeetil1g wi.lr.o~scheduled for 30 to 60 ,minutes: "The Planner will provide you,. . with a Pre-Submittal Checklist at the end ofthe meeting specifying the items required to . make the application completecifit isn't already complete. You will then have 180 days to 'make the application c6rDljle~~Jor supmlrial,and acceptance by t.he City. ~ .. ," ,. ~ -, - ". - .. ~ "-" ~-,-"""-'--"~""""~''''' - , 3. Applic~nt SL!bmits!l,C~mplet.eApplication ,,' I ' ... .. - .~ .- .~ ... -. ." -!"""- "" - - "1- When you hl3V,e,addres~E!d. i'lll of tl:1e it~ms.Qn the Pre-Submittal Checklist, please submit 18 , copies of the complete, application to.the,City...A fee ,will be collected at that time and the 120 'day calendarreview' period will begin. When the Plann~r has prepared a draft 'land use decision, thedr~ft" willoe.,mailed,lfaxed to the applicant/owner/design team for their review, : At the applicant's request; the pliinner will schedule a meeting to review the draft with appropriate staff'lf certain issues need resolution'before:the final land use decision I~ Issued: ... -- - -.- -..., ,,' . .. ~ .. , Owner's ,Signature This application will be used for both the required Pre-S,ubmittal Meeting and subsequent complete application submittal. Owner's signatures are required at both stages in the application process. An application without the Owner's signature will not be accepted. . "~.......',"" ,..,.~ "- ~""'-' -.- - ? ... . . . - '. ~. , Pre-Submitt;lI: .& Case'Numb'er:!1k. 'Uf)Ct,' ~ O\SO\4> ' D~te Submitted: . , The undersigned acknowledges that the information in this application is correct and accurate for scheduling' of the Pre-Submittal Meetin'g. " ' , , Owner:. lOA ~nature,. Date: J 2-/ ^ -()<;- -,' --:-"- /"~/N 8 C1ftP ' Mty, .. 'Print DON' H' P J ""- a... QJ ~ /I. P.J; p{ Nv , Date, Received: zh/:;.oo(, Planner: AL / / , ~ 00 00l1li1 0011lll!1TT! mlllill!llllllll~o\ft~::m~m"'RljJ\'-I.H!"J,~.III!~ II ~ ' . '.- 'r~'\'I\':' ~:"'''':''.'~:'''''''-H:uY~~:'':''~'-'r''rli~~:'.W~'l' , Submittal: "D.",...CaseNumber:",.".." " ",DateSubmitted: ".~.,::./.:''':: ,':: .:'~':.::., :'.:.,:'~ '.'~: I I IIII1U I ': ... ... "'u'd[imll!i ....1. \0...4." Irepresel1t t!1i~ appli~a!i.ol} ~o bE! complete for !jlubmittal to ,the qty. ~qnsistent with the, completeness check performed on this application at the Pre-Submittal Meeting, I,affirm the, information identified'by ~he'City as'necessary for processing the 'application is provided herein ,. , or the in(orll]a,ti,ri,l1!VilJQQt pe.prq,vjdeg if not oth.~lY.fi~e ,c:;ontained_witl1in the subrpittal, and the City may begin processing.the application with the information as submitted. This statement serves as written notice pursuant to the'requirements of ORS 227.178 pertaining to 'a complete' application".,', '," , ---. "0 ...'.' "'" -.' . ~ . -' - '- . Owner: " ,Signature, Date: .....;.."" .. ... ~~ .of," . _ r ....,..' ~', 4 ",. . .'~ -';- 'S<' .,Print.., ."'. -""" -'.cS., .-. . ~~; Date Received:-212/)lJo(, Planner: AL n ,~ Lan!l.Division .$J~~I!!It.tal ~.equ!rE!.numt~ !=hec~list.. . .' ~ -,- , *If YO.',I Je~l.an ite.m .d~es n()LaPl?ly". please state the reason why and attach the !,!xplanation to this form.. " . ,,~ '.,., . , .. ..', .d .' __I 1. ,Applicati()n fee-refer to the Development Code Fee Schedule for the appropriate fee ci c;o:>~. calculation formufa.. A copy ,of the fee schedule is available,at the, Development Services ,.: '\ . Department.'The application fee and current postage fee is collected at the time of ' ~complete applICation submittcil. ' . ' . ~. 'Copy oft'he deed and a prelimi~ary title report-one copy issued within the past 30 ..~ "days documentirig'ownership andJisting all-encumbrances. If the applicant is not the - ., property"owner;written'permission from the property owner is required. '\.ft." o~e~~~iti:~;I<::;;~;f:tb.e~L~~~ DiViSiO,~ PI!Jn;~d~C~~ to.~'I2':x 1~'~' ~~iCh will be , ,. mailed ,as part of therequired.neighboring property notification packet.". ~ " vI.C IU~ht~~f::W~y A~pr~ach, ~er';'it,a'~Plication must b~ Pro~id~d~here thepro~erty has frontage on an..Oregon Department of Transportation (ODOT) facility,. v< S~ormwater "'an~g~!JIent ,System, Study-four: cqpies of the, stu9Y with the completed Stormwater Scoping Sheet,attached., ..The. plan, supporting calculations and . "documentation must be'collsistent with the Engineering Design Standards and Procedures ,Mallual. ~'~_ "." '. ' ,. ,V /.4-6'" Traffic ~I:TIP~ct Study.four copies of a study prepared by a Traffic Engineer in accordance , with SDc'Section 32.020(1)(c).:rrafficlmpact Studies (TIA) allow the ,City to analyze and evaluate'the.traffic impacts'and mitigation' of a' development on the City's transportation ~~ysteiii:'.fii general,}:I'jIA. must explain how th,etraffic' from a 'given development affects the transportation system in terms of safety, traffic operations, access and mobility, and immediate and adjoining street systems. A TIA must also address, if needed, City ; metro pli:ln and,st?lte li:md!,!se'and transportation polic;ies.alld objectiv.es. .' ...., ' . ~ s.....'o~\",:>\o.. II-"\\~;;\: ~~.4<:-.<;I(J.*'<.uA-'t ~+;-,- , " Seven copies of the following plan sets for tl:1e Pre-SubmittalJ!leeting OR ,Eighteen: copies'ofthe following 'plan sets for Complete Applicati~n ~ubmitta!, ," :A. All of the following p.\ans !l1l;1~t iricl.ude the scale (appropriate to, tt,le,ar!,!a involved and,. sufficient,to.show,detail of the plan and related. data,. such as 1".=.-30',,1",,=..50' or. 1" = 100'), north arrow, and date of preparation;' All plan sets must be' folded to '8'12" by 11" , and bouria,by nibber'bands fOr submittal. ,. " . a. Site As~essm.ent of Existing Conditions 'r3!-Prepared by an Oregon li'c~nsed Landscape Architect or Engineer: 0- Vicinity Map E8- The riame, .Iocatio.n a,nq dime:risions of all existing site featur~sincluding buil.dings, curl;> ,cuts, trees and' impervious surface areas, clearly indicating what is remaining and what is being removed ,.. "rn.Requir:ed s~tbacks tO,the proposed new property lines for existing structures to remain - on site .' ~ ~ ~",. . , .. ' , ,..,' '.'., ,... -" ',~ The name~ -lotatioh";...a~in'e!:i~iQri..~,""direction'of:tlpw-a1)crt'op:of bank of all watercoJ.lrses , and required riparial] setlJack that are shown r:>n the Water Quality LilT)ited Watercourse Map on file in the Development Services Department Date 11eceived: 2/,.I}otJt Planner: AL ----; I - . .' .4, E$.Ih~ lQQ~y-~rf!99gp!<:!it'1<:!t'1g,.f!99g~<:!y !;l9\.!t'1g<:!ri~!;i 9t'1 t~~ !;iitE!; <:!!;i !;i!?E!<;:ifjE!g it'1 tilE! l<:!tE!!;it ........................... CC"'''A .[:1....,..... T............--........... .n............ Mo.............. ....._.CCIl...A ...........................1 I ................_.....~ "'......... A..............,.,I__.......... '-auuVl\::u' rC.-IM.'nuuu "lIl:::>>UICllll..t:: r\dlt:: '"Iap==- VI rel"lM. ClI-IPIUVt:::U U:::Ut::1 UI '"lelV M.111t::IIUIIIt::lll 0'(Letter,6rr,:!~pR.evision::".' ~ ,.. '. 'n. ~' , ". .113' The Time of Travel Zones, as specified in Article 17 of the Springfield Development . , Code and delineated on the Wellhead Protection Areas Map 'on file'in the Development , ServicesDepartnient'. . . '. '... .' . ..., ". ., .. ," ,.,..,M", _ _"'~ '.. _,'. ',"" ,_......~. . ~ ",crl Physical.features including, but not limited to trees 5" in diameter or greater when ..... .... , measured 4' 'Iz'feet abovethe'ground,significant'c1usters of trees and shrubs', riparian' , . ~ar~aS;,w~tland.sari~YQcl<.oui:chjppings ,,' , "d , ", ,. -", ' '" , !;f! Soil types and water table information as mapped and specified in the Soils Survey of , " LaneCounty;' A Geotechnical Report prepared by an Engineermust be submitted concurrently ifthe Soils Survey'indicah'is 'the 'proposed development -a'rea has unstable . .. _-. '-... .'-,..,.." ,'_ ._ ... 0_"._" ,"" . _ ,. .", '," soils and/or a.high.water.table.,.. ,--, ,~. "^' , ;p'.""' ...... .. .~:"._'"... ........"-.~"~ "'-' .~. .~'-'-."'.. b. Tentative Land Division Plan ... ~'". " t' .=.. - - "'", _ ~ .....; . ,~, m Prepared ,by an Oregon, Licensed"Land Surveyor in accordance with ORS 92 .,~ Location of all existing and proposed easements' ' ',", .', , ij$.Dime"nsi6ns ana~ize9f.~ach p'arCl~1 and the i:lpproxilT1ate dimensions of each building . site indicating the.top and toe of cut and filLslopes, to.scale. . . \lI Location and type of existing and'proposed'streetlighting" , "gj'Locatio'n, 'wiClths'a'rid names of all existing and proposed!;treets, alleys, dedications or other right,of,ways within or adjacent to the proposed land division 'g} Location of'existing and required trafficcontrol'deifices, fire hydrants, power poles, '. t~ansformershneighJ:>i:lIhoocl mailJ:>ox lJnits !3nd similar public facilities " . _~Location-and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian , access ways and bike trails " " , ,-' .', . M Location, size and type of.plantings and street trees in any required planter strip W Location and size-of eXisting and proposed,utilities'on and adjacent to the site including sanitary sewer'maiiis; storfnwater.manageiiient systems, water mains, power, gas, .. .', ....pO>..... ~__. ''''','''__' e' ',. ."' '..' . ,...... .. ,..telepl1one, an9cai:>le):V., Ind.icatE! th~ prQposedconnection. P9i.nt~ ~ ........-''''*-.T....'<j .c.,"__... _~..~_.".,_..""~,_..~ - ."~.'. --;" '~~.) J:>>hased Develop",ent f)lan requiredifredivision is prop()~ed. :r~!! plan must include, the boundaries and sequencing of each proposed redivision. Any redivision must ,~ -., progress' in'a sequence'promoting street connectivity between the various phases' of " ,Jh~c1~y~iopr:rierit ancl.~~fpni,i:nod!3i:iQg ~6thetI~qui~ed public impro.vements.. , . .. c., Grac,lillg ~nd"Pa~i!1g-,Phjn. '. ,... ','=' - ~..~~~_..,=".. ~'" .['8 Pre'p~~ed by a~-oregori~Licensed Civil Engineer , . ~'Planting plan prepared by.an Oregon Licensed Landscape Architect where plants are prop'osed as part of the stormwater'management system ~, Roof drainage pattems,'and discharge locations., .,..... !I'Pervious and impervious area drainage pattems . ~ The size and location of storm water management.systems components, including but not limited to: drain Iines,.catch basins, dry wells and/or detention ponds; stormwater'. . quality measures; and natural drainageways to be retained ,. EQ Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for " land with a slope over 10 percent, the contour lines may be at 5 foot intervals) !S'Amountofproposec!cut and fi!!,' ,n . , " ,r.o Oat"'1 ~''''~~'''I'\f'''d' ~ ~ J~ __, ... '.......'\f..... "(;.w ~/2-/~6. Planner: AL '/ / ..' .' 8. Additional materials that may be required -. -, ~",M.\,", I IT IS THE APPLICANT'S RESPONSIBILITYTO DETERMINE IF ADDITIONAL _ STAI'lIDARQS I ~PPLI~AIi9N~APPL YTOTH E ,PROPOSED DEVELOPMENT. THE ,._APPLICANT.SHOULD CONSIDER UTILIZING EITHER.THEDEVELOPMENT ISSUES OR '., '''T~~'PRE-APPLICATION REPORT AS DISCUSSED IN SDC 31.030: .-,... . . ~l~6.Proposed.d~e~.r.~st;icti~~s~'nd a d~a~' 0; a~y~o'~e~w~e;'~ ~ssOci~ti~~ 'Agreement ] Additional plans and documentation for submittal of a Cluster Subdivision proposal as specifiedinSDCSeCtion 16.1'00(3) . ' "',' "". " , LJ Riparia .;,Area Protection' Report For .properties located with in 150 feet of the top of .., - "bank'of>any Water Quality Limited Watercourses (WQtW) or within 100 feet of the top ., . ofbankofany'direCt'tHoufariesofWQLW---- --, . , ,.' . ,:, n-A Geotechnical'Report prepared by an engineer. must be submitted concurrently if there . '. r 'are unstable soils and/or a high water table present .. ' . .. .." '.. , '~ 0 Wti~~e' the deveiOpm'ent'areajs'withi~' a~ ovei:lay district applicable, address the, ,- ~"addltlonalstandardsoftheoverlaydlstnct<'.--- .." , " ,." ....,.... u , ''t ',0 If five'clr more trees'are~prop6sed to'beremoved, a Tree Felling'Per.'ftit'as.specified in" ~_~ , ,...".., . .,... ,! .-~ -- -,. 'I ,. '_ .' ,"............,. ,,". SDt: Article 38 ' ' , ,',' , I] A wetlanddelineatio'n approved by the Oregon Division of State Lands must be , ~. submitted,concurrently,where there is a wetland on the property' , . . , Any requited federal'or"state permit must be submitted cont'urrehtlY or evidence the _........pe..rmit.application,has.beensubmitted.for~review.. "-'.'''' " , , , , " Where any grading, filling or excavatingis'proposed with the development, a Land and . Drainage Alteration permit must be subiliitted with the land use application" . [J Where applicable,:an'y,OlscretionaryUse, Variance or Modification of Provisions as -"specifiedin'SDC'Article'10'or 11 ~.-- " . '. '. .' " _ 'de .,.re~" ~'N"~",,,,,,,,, ...-;.-,.~,_...~... _.".r... .. '; ',0 ~ ""'_.~..."f'.. ...~~. Date l"1eceil/ed: Planner: AL )./z. h..DtJ1. f / w '1/4 sw n1 / /- . ~~E cTI 0. t-:J 3? ,. T~ 1 ?? LANE COUNTY, SCALE 1" i '(L~l'Y-OF-SPRiNGFiELD'---=-.., SEE MAP 17 0-2 ~7~~2-32~33 TL 2ioo 2101": '~".., .. .. _ -"'''' " -, ' R.2W. n<__.t . W.M. 11" 12 1413 '- 2100 0.99 AC. SB9"26'E (PLAn 1.2 395' w . ~ ] -113 '. 1 , " ~ .' 2S. es. M, 240B D' o .~ ",' , rJ..~' '>-':;-'~1 ' .. [,/4 ~ 6~.04' 1900 M~ ::!."<'" :.~atrl Received:~boo" '. Planner: AL ' E WAY ~~ I ---T--->< I , u ~ (" _ veST - 215' .. , ~~-~-~~;i~-~~6;----~-~~---~---f--------~-' I - r-------------.;...-""\.,~ / ..... ,/ . '_____J'" '\ , ~....' ",,<-,, ~ , , , , , , , EAST - 322.1' '\ 162,{' . 1 600 -- ,,=- "aD' ~l ao "900----"'1 "aDo 1,701 1,'.' . ~ M ,,", -M 13 ~ ""l~-' i09' --. ----II /'NOTE' - 3Si20 ' POINT IS 420.9' - NORTH Dr 3300 I THE T~OH.D.EDVARDS OLe No. 55 ~ 1 '('IJ ~ ~ v.-" 1~5 ii:, -, ? a :. I ~ t ~ ::0 J: ::0 ~ -- 144 I ~ " ~ ~ -:. Seg.2'J'32'E - f-i';"~ '" _, " . ~'"~'~,_~&':13:1II" '\ 340 1 ~..s~8"l'u' "E 102.8lI'';''''- :20' I ~ in . i' ~ ~2 ~o:WXc' . i r15'''''1-5--0-016eJ~------''''-=-r~ 'I ~~ ;" =012 AC-""",sa.n"., 'W ' ~; j; ((( ,)) '\ "0," ",? ~ sa. F. ~ PCL 2 ~ ::! : OC )\~ ~ '~~PCL 1~~~' I-~ ~ -;;'1:.....-) "a", 90' ~ ~ p , '!l:~' s.392101' i r~ '62.1' .J jv . t~.. '-7~/L 5541')'~ I Z ...:....-. ...CAMELUA \:STREET ~. r ","", '<'="" D _J 20' , N 1400 1000 I DI\ 'f' -, - ~ ru.... \,l"7/ Kj" - ......- .-+-__~_ S8903Q'DS'E 98.10' I ~ . ~ 'Drrr<--:!~~~:~------"~--"_.._----.. ~ ~ 4~' ... .....':l~.LO'. P /-.'Jnn r / / /. NS'3a.3,ea'.4nO\j - ---------------1 30;' l- I 'rt:J>>W ~ . . 104' r'-. 860 ~ ~\) ~7nn D ~ @.~~, 3500 3502' I I ~/. 130021' jS3S 2417 I I I : 5 4:13 , ~'~". 9'20 52' 2402 m m' w m ~ ~ ~ ,,!, m '" '" g;~ a ~ "' 6 W 7 z '" 'W ../ / / 98.)', 83.5' < : ' ~ .J / I I '3.5' l' 98.1' III I 13,a' D 3301 ~ 3100 3200 ) ) ) , " vi C! "0' I 'liJ 90 ~ 701 700 -00 -ill Q)....... =:l !l> iiltn :"!ro n :t> m, r(ii 0. l~ '" CUENT: SKY TD~T JlTIVE CHIEF PARK LAND DIViSION PLi-\iJ FlREl-N'DRAN7~ , '11: ~iii )1 ~5 gs "0 N~ " - F.~ ~!.i PROPCSQ. '/ARlABLE-WOTH I JCIN7 -USE ACCESS AND : : lml...1Y EASMENr AND ! .....-..-urLTT PCU: , ~ i EX. 8. SAN ~ 1AA1NTEUANCE AGREEMENTJ,. ".)1 'I __-L--,"~--' ~ ICIIJD . ""_' F S .- 20' 00' E "J 90 . , . SEHER u"'''E-~ .26,.Q 6 .....~'~ ~~. =>', . 6' Cvt:loM, en L,.--D-...i:W . 1. . I i HAN~ICJ.i>, I ~ ~,': '~A:. '/AL'lfStJ..fIU . \\ '~/////'~ ~~'l:~~~%',/ ///1/1",' 19:5..00 _.- -->.,....:._J:U"7~I..;-..- .....~,~~ JO.~ "J'I' ""'f, 'I ",'" /, / ~ '~",' /,,: 0'" '. "- - .'~' ..~' ._ ' .,' I i;:::g i ~ ~ -:-,.H.:~% / // 00 ~ ~// , /-:"/"'/0': 0 t2i'..~~,~:,':,::,:,;,~"'~.' I' ,... ~;1.:I~ ~';',': "".';' ,j a'X10' P.U.~--r:- :,' i, l' . 4.JJ1, 'I ::;0' ~'" /// /{i '/ f / ' ;; . 3 - r -U ' I '~' l:g.... i_, /r ~ ~--~t~ 1 2' ~~v') 10 ~ '~::'~'.~'~; IJ~~ ;;'~~, ,~, "'71" ~5 . J.' iir----j~ J W~ /~ /~1 f 7 ~~~~~~C~;~l~~~J :~~r~ 0"= //' ::::~/ --1---~-j I~ i:l~ : ,~j i:~, ~, 'I' ~ " : ~ lJl. I", ' , I 6 .. / it: I t-.. b !il, ~ I. tn - B 4 . ~ ./ / ,1' ~. '-$' - / 5':;:1 /. cg I ....~I b ;, t;;!i;~.ill ~',,// ~// r/%) ~~ f{-:<;~)~, _ ii ljl~/ / /..~/,~ g i::~li !e! I: : ! 'L I~ f36..'!6 , ./' /./ '--' //..:, / /m' ~; ~/~" .~' / ~"'.... ' ,<<// /~ ~~; d5J ~I' '""I'vn-' ","'1>'0000 ,.., ..~ //' <' , '" ~ / V/""" / , //, // /~ ~,/T/~ ,w_I.;."!",' ," :~ ~ ~ ,,/ ,~ ". ,,//// . /'-1 , ' l-j""28' I ::) I - (,.;{' - ~ iliV/ / t' - <"' ~ ru ft" ,,/ r / A 0/ / ~ 1I~1 ; I,' ETioo ~..._.._.. q-..-.. ,- _/. . ~.04 I 6896 i jt.... .... ..k~ _ . Y1, / I 4 Wood _co ~ -4' Chcrinlink l"'eoe. 3~do ~ 1:$ _...~~ ~ -4"*lIlI1M: N B!7 26' 00. W 4'3.90 I .!' .': ;i'I' --- , I Ii ~- PROPOSCl V~li:-W1iJ1l-l JOtNT--ose: . I r ACCESS MQ IJt1l...:TY EASalEN":" AND I ~~~ ~ YAa-m:w.....CE ~RE:EMfN'T l LOCATION: SUIVEYOR: DON HAASE 1960 GILHAM ROAD EUGENE, OREGON '97401 17-02_32-33 # 2100 & 2101 KRUSH AND ASSOCIATES 54 CENTENN~ LOOP EUGENE. OREGON 97401 (541) 686-9211 RESIDENTIAL WATER: SUB POWER: sua SEilER: CITi , I I ...---c.~ ,/ " ;,/" , \\ !J I, ,A., I ..<Il !. . ""':1; \ I, .....~ ",-- LAfJD USE: UTIUTIES: " , f: OF,SPRltIGFIEL:l, DA,ft: ~! DECE).iBER 12, 2005 \ ~ iORTU'i' \. ,\) ", I 1 I '~CAli i'=60' '% '" 17-02-32-33 # 2100 & 2101 i f i . ~ , , " ~z ii:g b5 ~" S~ -~ ~~ ~~ ~o , :(.,' il ,-' I ?;;.t.';, tj,1 ~t~, .1::;J;'t .::,;t!::!:,' . . ~;' :.~',:>.r0f;'''T. "I: ,,'~f~'d,i t ~~fr hi1.1""" ,;:f~!lf~j,'~ .",j"" ;K~;{:~~. ~ {;' . ......... OREGON TITLe; I Insurance Company :~. -~. l State o~ Jon County ot'Lane - 55. I, the County Clerk, In and for the said COtInlv. do hereby cerllfy Ihlllthe within Inslrumenl WIIS received for record at o 99076337 After !le<Dr<iirg, l>etum to: \J"~' T1 tie lnsUI:'arxE. carpany, an 450 camt:ry Club fbad, Ste 150 Eugere, 0regCn 97401 'S95tP 1 ~Hl1:J2 2587R Reel Until a ....:...:..~.:.. is requested. tax st,;.:...c..._.:..:. sh1ill. be sent to the falladng address: Twin Butte ........ '"'Y'?:F. Ire. 143 Madison St. Eguene, UK 97L101 Lane Coun1y OFACIAL Records Lane County Clerk . By, ,Q.;Jl,'/.j,.jl...)l CountyOerk )"- /0' ~- Michael G, S'm11Jl{Ir{ j~"~",: ~ (Imividua1 ) (i>JXNe' i;pi,Ce' ~Qet:tit1l1liliat; il copy of oriei By:Ore~ the foll.Gdng described real ............~, In the state of ... '." and OJunty of [are free of ~~-""" except as specifically set forth herein:' 1he >hrth ooe-half of Lot 13, r~C. as platted and _~.J<..l in Book 4, Page 67, [are camty 0regCn Plat Records. in [are camty, 0regCn. ct I ns. CO. Hussey. am .~;"';"'c.. ,D. raey _w.,.....J.:. and \o"g"....""".~ 1:0 . '!Win Butte h...... '-':;jU::F'.Ire., an \JL~' ..........l-"-"-codoo EXCEPl' the SaJth 100 feet ;';~~:.. ALSO EXCEPl' the \'eSt 25 feet' thereOf ~ to the City of Springfield by deed roomled AuguSt 12. 1968, I>eoeptioo l'b. 34906, Lare County 0regcl1 Deed Fa:mds, in Lare County, 0regcl1. :~;~~~~:,t\~':~::'''';' 5772S[P.OI '99"04REC 5.00 2ZZ2SEP.OI'99"04PFUND 10.00 iZ1!SEP.01 ''I'I"04A& T F1JNO 20.00 Tax 1><:l:X>mt Nunber( s): 127835 '1his _~--"J. is free"of:~c-~, I:J~.L: 1. Taxes for the. fiscal year 1999-00, a lien in an ano.mt yet to be ';"~...l1al, but rxrt: yet payable, ' ,,':\ 2., The rights of the' public"cp.~,_,~.~...llxxlies, and public utilities, in and to that , porticn ofthB'hereili described ""____~I 1yirg within the limits of public roads and highways. ,.", ,', ':.. ' ~< ~',.,I : ' . 1he true o::nsideratioo for , this cxnveyance is $150,000.00 "~ ' .' ..' ''', ' - 'JHIS ~:,wiLt; H:71" ~ USE OF 'mE 1l~~"""" DES:lUBED IN THIS ~ IN VIOIA- TIW OF.APPLIc:AIitE:,LAND triE-i:.lH; AND REGULATIa6. .DU'u;'\r&" ~...~...,. em ~.L""''''''' 'lHIS INSTRJ- MENI', 'lltE r~';l~,FEE.'TITLE ro 'tHE 1l........~4:A......... 'SlDJLD OIECK wrIH 'llIE A.c~-".r......ATE CI'lY OR axNl"i PL-....._....;",........:....I<>...\...~~.. TO 1JE1UFY" APPROVED USES AND TO IlE'l"E>>ID'm ANY LIMITS W lAW- SUITS AGIUNS'l' ~l.OR.r~L PRACTICES AS u~....~ IN ORS 30.930. Dl'.TED ~,p da; of ' . AuguSt, 1999. "f'[\,,~\) ~\~ ... I Michae.l G. Hussey \) I;. . ~_' ~ &wA,_ Barbara D. ~ 0 ~;;"': I' " . .,1..,. 1." 1999, by Order No.: 4302753,' " 'I) VICKIW~c::at~'HMAN ~ , NOTARY PUBLIC. OREGON COMMISSION NO 316600 NY~(~Smll' 2n1 . j~ ------~--- .-- ._--_.-._~ DatE', Received: 2/2..?co~ Planner: AL ~ ,/ ....- - - '.- ~ <,' Theodore R. Kulongoski" Governor Department of Transportation ODOT District 05 644 'A' Street Springfield OR 97477 (541) 726-2552 Fax: (541 )726-2509 jeffi'ey.r.lange@odot.state.or,us February 10, 2003 Don Haase Twin Butte Builders 143 Madison St. Eugene, OR 97402 Subject: Notification of Satisfactory Construction and Transmittal of Permit to Operate. Maintain and Use a State Highway Approach Highway Number 222, (Springfield-Creswell), at Milepoint ,09 Application Number 955 Your approach has been satisfactorily constructed. OOOT can now issue the Permit to Operate, Maintain. and Use a State Highway Approach. Upon notice from you, OOOT has inspected the completed approach and has detennined that the approach was constructed in a satisfactory manner. Thus, a Pennit to Operate, Maintain, and Use an Approach can be issued, and is enclosed, NOTE: The approach(es) can now be legally used. The effective period of the Pennit to Operate Maintain and Use an Approach is set forth in OAR 734-051-0300, as follows: 734-051-6300 Effective Period of Permit to Operate, Maintain and Use an Approach (1) Except as otherwise provided in the Special Provisions, a Permit to Operate, Maintain and Use an Approach shall be in effect for an indefinite period of time from the date of issue of .. -- the Permit to Operate, Maintain and Use an Approach, unless: ,,:S~ (a) Sooner revoked by mutual consent, or by the Region Manager for failure of the applicant to abide by the terms and conditions of the Permit to Operate, Maintain, and Use an Approach; (b) There is a change in use of the u.....v..ch, as set forth in OAR 734-051-0110; (c) There is a significant increase in the volume of traffic using the "'pp.v..ch, a change in the character of the traffic using the approach, or a change in the highway facility such that the approach can no longer be operated without undue conflict with other traffic, as set forth in OAR 734-051-0380; (d) The highway facility is significantly improved to meet classification of the highway and the highway segment designation objectives, highway mobility standards, spacing standards and safety criteria that are inconsistent with the approach; or (e) By other ~......",t:on of law. Date, Receill~d:_,/2/X\?6' Planner: AL A ':-' , \.';:,. ..,. ~~1i\. ,_.J- :.,.*:, NotiIY'ii:",;m of Sa~.;._;_, y Construction and Transmittal OI".."flmIit to Operate, Maintain and Use a State Highway Approach Highway Number 222, (Springfield-Creswell), at Milepoint .09 Application Number 955. Monday, February 10, 2003 Page 2 (2) The Permit to Operate, Maintain and Use an Approach, the privileges stated therein and the obligations of the applicant thereby shall be binding upon the successors and assigns of the applicant, including successors in interest to the 1""1"";; being served by the approach, (3) The VI'"...;:on, maL;".",-,.ce, and use ofan approach is subject to the control of the legislature over the state highway system. The Permit to Operate, Maintain, and Use an Approach shall not be deemed or construed to be beyond the power or authority of the legislature to control the state highway system. The applicant in accepting the Pennit to Operate, Maintain, and Use an Approach acknowledges that the rights and privileges may be changed or relinquished by legislative action, "",. ." If you have any questions regarding the operation, maintenance or use of your ... ~, '. approach(es), please contact me at (541) 726-2552, I welcome the opportunity to assist you, Sincerely, J~bnni~~ ODOT District 05, Maintenance Office Attachments (Permit(s) to Operate, Maintain and Use a State Highway Approach) Date, f1eceived:-1,h/Jcb6 Planner: Al '1-r--- .. . PERMIT NO: 50948 PERMIT TO OPERATE, MAINTAIN AND USE A STATE HIGHWAY APPROACH MllePolnt: 0.09 Reeson for Request: Change In use Of8f/0n D'P8rtmentof Tr Application Id: 955 Highway Number: 222 Applicant Information I NOon Haass I Company: Twin Bulle Bulldel1l Addren: 143 Madison St. Eugene OR 97402 Property Infonnatlon I Pi5411 484.2326 I sMail: FAX: (541) 345.9706 Addtllss: 232 South 42 St. Sorlnafleld OR 97478 County: Twnahp: Lane 17 HighWay: Sprlnllfleld-Creswell MIl.Polnt: Engineering Station: ::Sloe or HWy: Nell l'orett7: 0.09 4+81 R L8ndmerk1: Approach CIL Is 461' South of McKenzie Hwy. >' ,. R~" Route: secUon: 32 N Effective Period A permit to operate, maintain and ule an approach 8han be in effect for an indefinite period of time unle..: ea> revoked by mutual consent, or cancelled by the Regional Manager (or failure of the applicant to abide by the tCl'llll and conditioDl; (b) there is If. change in the uac of ~c approach, as .et forth in OAR. 734-051-0110j (c) there is It cuncnt or potcntialufcty or operational problem at the approach involving the volume of traffic using the approach, a change in the character of the traffic using the approach, or a change in the highway facility luch that the approach can no tongu be operated without due conOict with other traffic, as set forth in OAR 734-0U-0380; (d) the highway faciliity illignificlUU)y improved to mcct classification o(the highway and the highway segment dcsignatiou objcctivca, highway mobWty ltand.a.rdll spacing .tandardt and safety criteria that are mcolllletcnt with the approach or (e) by othcropcration of law. Failure of the applicant to comply with any of the tcnn.I and conditions of the permit lbaD be sufficient cause for cancelation ufthe permit and may result in removal or the facility by the Oregon Department of Tranaportation. The Permit ia islued 8ubjcct to the provisions of Oregon Adm '..:.., .'" .' : RuJ" 734-051-0010 through 734-051-0480, which arc: by reference made a pan of thi8 permit; Ind which arc in effect It any patticular time in the duration of the permit. Maintenance of ADDroach Plan View ;,U;:', I. RNt..... t---W---t ""~~ .....::..~---r...'......".....-r..-'-:;.;. ,,!M. :~~~=;;;~7 ~-=--::=~=:~'~'_.- N. .............,...... ~. "'1:10 ~. .,....,_.~;,~:;:.,........." -......\......,.....,......... .,. '11ft ' :l~ ' Specification Wldth(W): 24.00ft R&dlua1 (R1): 30.000 Paving Lmt (P1): 64.000 Surf (Os): 16.50ft Culvel'1: ;'.f; Angle (A): 90 Rlldlul2 (R2): 30.000 Paving ~mt (P2): 30.000 Ditch (0<1): RNI (Drw): .00ft 3.50ft Dlam: Len: Sub Be.. CFH: ThicKne..: .001n s... Cl'lo: ThJckne..: 19mm . P Aqsreaate Base 13/4" .01 12.001n Level Crae: Thi~ Heavy Dutv Class 'B' Asphalt Concrete 2.001n Witt Crse: Thickness: Heavy Dutv Class 'B' Asphalt Concrete 2.001n Prior to performing any maintenance wor\< on the approach. which willlnterfe'e with or interrupt traffic upon or along the highway, the applicant shsll obtain approval and necessary petmits from the District Office, In all cas.s where treffic signals have boon required, signal maintenance will be perfotmed by the Oregon Department of Transportation or as assigned by a Cooperative Cost Agreement. Property Owner Infonnatlon I This permit is not valid until signed by a duly authorized representative of the Oregon Department of Transportation. Au~~;ur.~~ D~~S V ' psgs 1 of 1 Printed: 0211012003 03:4a:37 PM 1I,Ii,l,,, N.~. Don Hease eon,..", Twin Butte Bulldera Tax Lot Infonnatlon 12100 Addrel1: 143 Madison St. Eugene OR 97402 USA . I Phone: (541) 484-2328 reMail: FAX: (541) 345.9708 ~ . CHAMPS. d_rpt_permll_spprch_uIIB .Ii , ; 11 \: '" '" o ~ I , "0 (1) >.....l .~~ Q:)i...; !Z..W <:: a:; <:: -rn lll_ oa. ",:.:-l,~ c":."i', . ' ,_:,~:, :,$t. :.t....rfi~~~..1 "'.II;{"l'y,\' }t~~t::5. . ,~~...'ll~~, ' j;~~1r~~r. 'J,~;dlMt, , i;~114~:, A" "-',;'1:1 1 , i~!!f:, ,~, !i".I;,'l,,.,, "..r.'''~' ]"';V"''-' ':f:~~j6-! , ",..m"1li,, c r.""j ,It:'~,, , ''''~~I"'" ~U)~f~f(;' '. " ,,' ~::.?,~i~~ ~ '1!)<' l.;q ," ;fi1~~\1~~: I~W-J,f\~~~lf .'tVA"\iiCiil';I' V{t<;ST.bJRN'ITJ \<: & I:<;SCRUW CUMPANY (ll ,ANtI CUUf\T\' 1'.I.:\.;i~r>il'. t!)')'le)'. " -'l~i (-, J I<U/III. ;i{ ii'll' ,;.01[\- I'{) 11t.1-"\ 111',1..:,:1. 1':II1!('llC. (.'rcgl1n 0'/. ;.! 1,.If;<~.~:;c;' I' /'.}: (>--11 _:l:.'...~~n./ SUBDIVISION GUARANTEE TWIN BUTTE MORTGAGE A1TN: DON HAASE 1960 GILHAM ROAD EUGENE, OR 97401 Report No: 50,0589205 Your No: -- Subdivider: DON HAASE "Jr.;.W1'\tlt SUBDIVISION GUARANTEE $200.00 GOVERNMENT SERVICE FEE $25.00 " Western Title & Escrow Company of Lane County Guarantees The Oregon Real Estate Commissioner, and any Counly or City within which said subdivisiou or proposed . .. . ~'TJ;:;~~,'2C,ill!T!/lI.l'!:!t'.n::-7.:Z:~'~', . . " ....+., 5ubdh'ISlOll IS locatea~,,'('''''h.''~\,:?--'l'''1" .. . He .0~'f:-,.- '. I,. ._~ ..' ,;.. ~"'_." .'":J,~ ." I .", . Dated as of Deccmber 9, 2005ai"5:00 'p,m.. title is vested in: ',". - " ~'.'::'. . , , """ ",<' DONALD HAASE' ': , . , , I'~;::J-i:: ....'.~,~;;;".l'd.:~... _ t',-;.:,... (I ).". , .,i.;i", We also fin? the f~l!6wing appaie?lencurnbranccs, which ~c!tidcs "B1anketEneumbrances" as defined by . ('f" 'ORS 92,30) (1) an~ also casem~nts, restnctlvc covenants ll?4nghts of way wlthm a penod ofteu years ,..: .,prior to the effect;'", datc hereof: i ':,,, ," , ' (" ,j,,'~" - "1~~\' . " _ : ;',,'. .. Unpaid tIDi~s fqr the yeat 2095,2006 ~, Original;Am6imt: '$1',079,81 DUE, plus interest: Tax Loni6.':: '17 02 32 3302101 "" AeeounF}lo,: 1744,299, Code 19,00 ~,: .~~i ...~ ". i;<>'", "",', . '\ 1~:~}.J;:-~~', .' :!'H>,.j'};;J~~~~" . 1,;!tt. ~\'J~!:. f{; f.1,' "fi', . \ " .1-'t.:t.' to.', '~p "'1?'J*~>:; : i" ~t; -' ._r.[.,';p'jlJi-!, . ,i:; , ;. ';.~~i~'" ;;~!({'f:" ~Il .,.1 U,' " '::. .'.....' : 'i,., , '1,\" Uupaid taxes for the year 2004,2005 ' Original Afu9\lpt\r '. $59849 DUE, plus inte;est ' 'i~~t_~:' , ' - . ,. "'.~.' Unpaid takes'for ll1eyear 2003,2004 ' " ' OriginalAiribl;Ut:' '$519.03 DUE. plus interest :" ' ' Unpaid taxes for the) car 2002,2003 iI' ., Ongmal Amount ' $512 13 DUE, plus mtcrcst} ,;.. . . . +"",."'r ." ~ . TIle right~ ~ftlle public i~'andlo lhalportion ofthclicicind~seribcd property Iyingwilhin tile limits of ,~ads and highways.. ';',~:: '. ~~. ,.,( . ,ti;;l.~,j4~'-t..gl1iii;~t"'.. ~'tl?>";" :~jf\"v'~' .<,.<." .:" '.,1t~,.~; :i'~ ;: '~!~,;,.':,', ',""',,~,,;', . . 1~~ t . \ ~'i:' .;J~,' .,/" ;\.~. r;'f:r)r,;~: ' -{" . ',,,.'" .'.. ~ h' , '.' ," ," O't' '<'>' " '. Z/]'/2oD6 , ~,E.'I,,'\~c,el\lea":-'/~r' ,Planner, AI.: '--, "', ",. ',,;"" . X;1",;t'~;::' ',:~>~~L "" ,,\:~;.\,;: ,,~ J'\~,:-.'r ',.., , ,de ,,.;it -' :I~, ,!: : ,'I ,. ~ .j, " i:' f':J5!' ,.,..;;; c. ~':~"" l.~ , '. .".,' . ,,'," . '~~t: '.... )~.,'. ,,:,;/ .:~h. ~ ~!%~,< {it. '~~" .. ~tf'\ . ':\' ...... '~~'.... to,.; , :fi~~!~t.; . fl{';~~'~~ !~::Jfu:- . '~',"'!i''''~.', 'f.H~t~~);: Order )'-!O. :,O-OS8~2(r~ r);I,:!.c J"-io. .2 :l. Tnlst Deed to sccure',lIl indebtedncss ill,thc'amollnt shown below, and allY other obligations sccured thereby:- Amount: Datcd: Recorded: Documcnt No,: Grantor: Trustee: Beneficiary: $] 00:000,00 January 25, 2000 January 27, 2000 2000-004919, Official Rccords Don Haase Oregon Title Insurance Co, Register Guard Fcderal Credit Union 4, Tcrms, provisions and conditions of eascment, including but not limited to maintenance provisions 'contamed in instrument' Recorded: ... ' February 21. 2002 Documenf'No,:""''':''':\'2002'013998, Official Records NOTE: TIle guarantee does not,pio,ide kmrmativc assurances as to the provisions of ORS 92,012, 92.190 whiGh'requircs that any. division of an existing parcel is a partition requiring governmental approval. ;';:' " lV"', ;': Wehave also seardled our Gcneral Index: for judgmcnts and Statc and Federal licns against the grantees named above and find: NONE 'Thepremiscs arein'E~~;~lffiilty;:~aJia'are~deSeribed as follows;"'" ;~I ~',.. .", _",./ ",,,,";I~' ~. , SEE ATIACHED,EXHIilIT ~A" attached herctoalld made a part hereof TIlis is not a report issued prclirniIUll}" to the issuancc of a Title Insurance Policy, Our search is limited to the time specified in;tliis Guilrantec arid the USe hereof is int6Iided as an informational report only, to be \sed in conjunction :iiith' the devc1.op;Uent of real property, :-:\'. ,. " : J ~ " .. . . : . \.'~ .- .- , .- ." . "...'. l" '.... . i" . Liability hereunder is, limited to an aggregate sum of not to exceed $200,00, rf.';~F-~ j>...;,.~... ~/{::~,~~.:,::: ;"":'~, 'J~b' questions eonc6~ing this Sllbdi,'ision Guarantee Shoul~:b~:~~dte(no ~~lTilyn Eggcr, at (541) 431,3710, ',' ,,f,ljl.:' ''-''';'' , ::} . :Jit~~.{;.~-~:~:r ':i~" . ":"-'''';i-' I, <~ 1:"'- t I' t.~,\" . it '.. :"1:\;. .:,.,.: . ;',' . "~h~".tt;i>""."'h',.,;~;r'.j'" ,NOTE: For copies of exceptions please call our Customer.SeryieeDepartment at (54]) 284-80 II or emai! ,.".,,'. . . ... "'''.' ''-'. ".' , ~"""",; >l . '. . , yoUr. request to cngenc@westerntitlc;com ",:"\-;;i'~' '~.' I. .~.' .I;,fr. :~. ;,' ...t," 4 " (. ?~"~~~,". \ ?'-I.!' . "~."tH 'J"'~ ,.I.",.(..S'.. . """~'\",,,,~""',,(;;.' ,'f;-\? 'V: . ""I: ,:"':."fW,'\" "';'e.,! ", 'II . , . "I. '.--,~ ';r..r,!o t ~~~f>;';, }-,; " " ~ltlliil~fr;~:i~~; ~'" <l,;.' \'::"~'i1}I,:fli,"':l(\; ,~M. .'. l~"~h~"""t'(1 ,\~.. Air, :,:' -~.~...1:;';j~,~~.i, ...... ../~!.,., "'1 ,l ,.tJ";'$:;';J;/,.T....1.. .,.. 'f:' ' ,'y~,.. . . .:: .,; ~tf:l" :': .." " '~'l' !:\~ .-." -} ',~':.,'~,;i~~.',~:',."."~,'."""}'::~', ' :~~ ;,;. . .' . . ',.', "',',,'~~,,,'.,',,\, ,."... . 'y r ~ ~ .' . '~':: 'JJ"~;.~';'.' ,'~. .11'r1.\".: ';",:",,':,.. 'l~ " 1i.~,~il~~_\~i~m.,,~'f.)lJ'~;f,;.:.t.t :. "i, ('y: ',;\,4;1, .;~:~,..w . ;~~...t#, .:;"itW" ., .' ,~ '.; .' , ;L'!:!f;R~,t~:~~ceived:~/)ffib "~::I?,I!'lnner: AL ' .:," .:;(};f~f(l,~ ;.'!I\.. ,'-'!" \,~~ ,:r;; , . ~,; ,:l. 't~ '. '?,: .> '. f1,':~ ,'. Il,U~~.:':J Order 1\.)0. ~O-(}5892(J.-- i';I~C No. ' EXHIBIT "A" Beginning at the Northeast corner of Lot 13, FREDERIC, as platted and recorded in Book 4, Page 67, Lane County Oregon Plat Records; thence along the Northerly line of said Lot] 3, FREDERIC, North 890 26' 00" West 15,00 feet; thence lca'~ng>said Nortllerly line South 00 ]9' 00" West ]]7,50 feet to the !me point of beginning; thence North 890 26' 00" West 47,08 feet; thence North 500 00' 00" West 82.65 feet; thence North 890 26' 00" West 76,26 feet; thenee,Nortll 0019' 00" East 65,00 feet to the Northerly line of Lot 13, FREDERIC; tllCncc along said NOrtllerly line South 890 26' 00" East 103,50 feet; thence leaving said - ,Northerly llne soud, 00 '19' 00" West 71.24 feet; tlwnee South 50000' 00" East 53,15 feet; tllenee South 89026' 00" East 42:60 feet; tllence South 0019' 00" West 12.50 feet to the tme point of beginning, in Lane County, Oregon, ';~'.t't~r.;';;;;:'\;~~;,~ ;:':':::'-'.'" . '. ,"',~':;'" . ......"1'.. ,. , '" 'I': -,,{, {, ,t ':, '. l", ;:,1 " .; l.. ,. , " "!ifi"~!,: ,~,~f"~~,'!--,*".">l'" ."'1'f':~ ':r-"~'_~, , ' " Date Received:-2j-o/;JotJb Planner: AL ~; \' . f: 1 , l;:,\ ~., . ~ ,r, , . .. ~ ," ..'; ""~J ',;~' ;l~ . I ~ SCb.IE I" 'i ocr ,,-~ . ... > ~.. .. SEE MAP 17 0; 2 32' .226.5' ::>"'''N e9.J:"'-Y~ ~ 'l-38-1 . ~, 230~ '" 0.43 AC. ~ ~ 0, 'a~tL~Q, ;T. ~~ & '" S,35766 ...",,,)'1;'"' : ~..o ~_ ... 1'// ' '7.'')1'' E ?J"" ; 7 8s.35' ". /8S.~~' ~5' 162:.:'1"0(( ;) 'INrnAL.: POINT ~ 25' 25' ~~ . ~ w,( 2000 - ~-~'" ~ - 0,95 AC, ~ ' 0 ---QQQj)~ 0.06 AC, \S: @ .--. "7.08_1~ N 8')'<:'6'00' "', ~I " , u I ~I ~ ~, "'I' .:0 III :>>..../ 'w <( 0., -.:--1) La ,(',*' Q) ,.~ c: ~c: mCU eC[ 11 12 226.:1' 14 13 b ~~ ,,~ Sfl9'26'[ (rUH) 12 2100 0,99 AC, ~b... 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"\l'!",~- ~ ~ ~!!: I g....~ peL 1 ~ ~ .@I:JjOJ2:D....\""wr"" J ;:tt. ~ - ~ I ~ ~~ S,39180 t'.... 3602 3~01 S89.~~.'J.8,[ J 104' ,)20'f20' 42,10' r : . '~L.::"" -- ~ g ~ SB9"-lL'E 9BI[/'~ P.2 P.t....l 513.8' It ~I" 1200 : 1>62' ~l~ 1 ZI01&.illI'~ :J2.10"'. ~, ~ I ' S8'9',?9'IO"E ~ ~ I , i g ~ )1.1:\1'" '1' ~b-'m 3504 3503.7. ~;: J l 3901 >,.; ",J9.j~OS'E ""I"~r' . 3703 3~Otc ,~~, , Q 0 ~ l' J.I I 3702? 0.11 M::iu :)(."ts:r fS\\QJ. " !. 1 "~11 AC~~~'H.", 'iQ\';!!' ESE ~OR~~~ CORP ,:~~~~ o~~Otc !. t~~~';'~i:,'i' 3~fJ~P~~ AC~ ~ RR HARFER ITHOh!, EDWARDS ..",' g. , g I ,"'''', ~'-(Q! 0 P 2 ' ' ~l rt 55 I ' ," , I " "",'" , ;; ;e' n LC, 57 ,/-,v., : ". . Q6.2.....~" IClnDO 1 . 'iIi<, '",>" /t901g. "" IIO'."'IP.lllI 't ~ -=...l..- NR>;1-38'46:-' ~ ~;,(,~ , 19: 20 :r':~7's~;*,\~~~I~H',",.. >' - Ie 3501 2<7.., """T" '179' 0:0 '-,~{-=I,~~-.~:~--,-,-,~-=,-~=-:-,r- Tr--n7T,~sTrrr--::.777-p----r-~--777,T1i89"t"(~r-_;72n- -~ _ ?iJf_ Hf " , , , , , , , - S'i,'''''.'?!ir~ ,VIRGINIA AVE~UE '.".,' . ,~ I .' -, ~ ~ DAISY STREIT 'l' NR'l.'1J'W 1 .l:!W!'7'V "!"" 91>.9'3' ~ 70' ',"~".;,~.,;.".""i,r ;;..' "" 0",' f,,","il'I'~50,1. .~'"" f.f.;,O,"/U "0"" . "1t"" ~"'" 37'~c 5300~,' .."{~~77~1""'135" c' c v .:..,.."'1 ."'r~o~I"'1 ~~ _ Q)~ ,0 ;'-:-'5\, '<'.8'02'07'( :;( :;(:, 0' 0 ~c~ ~~'" ,~~~ 10 ,.,.;,,,^c "~ a ,':'~:g, ~ ~ ~ a g,.'; ",;; ~ "- c 4200 . ~~'Q ,~~ ,: ~ e.:'! \V, _"'h, ~ SO' \f:tco "' - a..., '':::t- ~ .: g- , 2407 2 ~ '" '0 2406 3 2405 2404 ~ {~)~ 5 "I' l/ 775" I' , ,6~'1 ;-, o ~ ~ 2415 2416 r v,,, ' 2<5' " ' --~ . -----------------!:l"-----'--,-..l----' M EAST - 13E..C.' ,,~ " --- ---------------, Of!' I I \ ~ ~ 1701 "".-/ ", , ~. ~~ ,. ~.{" .,~ ~~ - NtJTF., ...... / porNT IS ~20.9' - NORTH Dr THE TH1JM.D.EDVARDS OLC NO, 55 3 .. . ~ /83.5' , '_~/ 98.1" 2800 /II ~ I 162.1' "" ~ 'r~~~---,~t 900 1600 .. ~ ~ R BU' u 1000 " N R ~ no' 1J1l~ __~~____.',.J~l' 1100 111 ... " . . o , ~ " "J.R>,6.5~ D.L "" , . ........, / '\l,,' It,. , i " - ,j. '.' ,'. ~~.: , ., '.," ~::. ,.. . :.-~:~~:~< . ~. .,!. Sky Chief Storm Water Calculations <~'~:.'~!~:f" ""i~; . '" November 21st, 2005 . ,..;;;.~;~if~'::;~)~;~;\ , ;" i 64222PE -r-:- :0:' cJ>> /312 :f) -'-', OREGON , .., \ ,11'2.",,,.5 ~ ", ,.rit!",., .:<;f\l ",:,,<, "::,,._.,-,j.c. C"....,-(..' ',J'I, {-i'-'I n\"'~~ --"'-':'::~ ~~~ \,2.13,106 Prepared by: EGR & Associates, Inc. 2535 B Prairie Road Eugene, OR 97402 ';- Phone (541) 688-8322' Fax (541) 688-8087 -',(, z. ~~::. Date Received: 2P?"ot " Planner: AL / -; Off Site Peak Flow Capacity Calculations City of Springfield Stormwater System . For Lots 1,2 &1 6 .,!:,.,-.. ~.-:r:-:~~ .:.. ., (2yr event) " -,\ '[ Date Recei\led:~/1;U>06 Planner: AL -00 -Q) Q),.... ::l!D ffiAJ :""! ro o >~. 'ill 0- t 1::>- ~ 41 2.0 , 4(2:2.. -':'"1t ,. ~4.1 2" ~4:1 2.7 . __I:!i~~ . 'it. .... . .~-~::.,:..~,.. ..~(-. :" ,0 d:.IS9 , '~4-I" SKY CHIEF DOWNSTREAM PIPE No.1 SIZE SLOPE I Q FULL (CFS) I TRIBUTARY AREA (AC) I C -- I I 15" 0,0023 3.105.56 0,57 2 1 R" 0,0025 5.25 5,56 0.57 I ,3 I 1~" 0.0036 6.30 7.94 0.55 CAPACITY & FLOWS PRE -DEVELOPED ~ yrIN/HR) I 0.72 0,72 0.72 C 0,59 0,59 0.56 POST -DEVELOPED (2 v:IN/HRl I 0,72 0.72 0,72 Q (CFS) 2,28 2.28 3,14 BASIN AREA (AC) C VALUE V//~ A 2,99 0,5 ,~. , ,~ .,; A,' 2,01 0,7 .. ~ .." A 0.56 0.5/0.7 l" " " " " j B 2,38 05 '\. " '\. " , , .." , I 100 200 1" = 100' .. ,; Q (CFS) 2.36 2.36 3.20 \.. ;;., WEIGHTED C VALUE A PREDEVELOPED= 0.57 AC A POST DEVELOPED= 0,59 AC B PRE/POST = 0,50 AC PREPARED BY, rr--_'--... _ ...;. '\n!!r EGR & Associates, Inc. Y Engln...... and GeologIe" 100 0 SCALE 25359 Pralrl, Rood Eug.n.. Or.gon 970&02 2003 - 10:54am LAYOUT= 11 x 17 Vert Title LR S:\Prajeds\5406\03-0080\slar,mwater703,dwg Aug 08, t~i :',! "", (.s.i 1) 688-5322 rOll (541) 688-8081 '.~ ,r"': ~ . :'t',;::. c...,.z.... "". '_'. ~ SKY CHIEF DOWNSTREAM ANALYSIS '! '. " ---. . ",-- '<> " ~, t "C Ql >-1 "CD <( U Wi-: C:':Ql <Dc ....c (II tIl 00.. : ',;.: ,-:; ;...l'.:,:.C_ ....: ::-:. ~~ ..,., ~', , Time of Concentration "Tc" For Off-site City Study Project : Sky Chief Rain intensity curve: Designed by : Date: . 2yrs City of Eugene (OF curves used Dan.Olmstead 8/4/2003 Overland sheet Flow Shallow concentrated Flow Te = K*L ^,6*1'I",61 J".4.8".3 K= ,93 L = overland flow (ft) n = manning roughness 1= rain intensity (in/hr) S = average slope .try lilllhey match on hydrograph Area lennth 1 (ftt n *1 fln/hr) S /ftlft~ -Tefminl Lenqth 2 tftl velocity lflls' 51%) Te (mini, Total Te , Basin A 200,00' 0.1501 0.751 0,011 31.97 1(}'O.OO' 2,00' 1.001 O.83l 32.80 Basin 8 200,00 0.1501 0,751 0.01 31.97 100.00 2.00 1.00 0.83 32.80 I I I 1 I I I I r I I r r r I r 1 I r I r r 1 1 . r I I I I r r I I r I r r I r I .:.,'.!.. I I ..f".......-;-.L- "n"factor Pavement City Business Graveled Apartments Industrial Urban >Sunitslacre Meadows Rural <6unitsJacre playgrounds. light turf Par1<;s, heavy Turf Woodland & Forests 0.014 0.014 0.02 0.05 0.05 0.08 0.15 0.24 0.24 0.4 0.4 ,r, '\ ".' '" ','''' I, .,'~. ~ ,)~;: DateReceived:~/..2<Jot Planner: AL " ~~ . "'. . . . .... .' ; ~ . \; !~ ~.~ + ".... '~(I:i~'~'K"; .:" 5'.'O-~',~--' ~ ':'" '., 'I~ ' ~, - '. \,'1 , , ." I" ~ I ~ ~--j======:=-==:======-==::=- I ' -------------------------- --- {\\ ::So 40............. ",,:::--1 ______________.,-________ ~ 0 8.6 "-." .... ~ ~ :K ~w:.." ' , :::: '~I ......... ~ Zf> ......... ........ """ :::: .................... . ~:~ ~ ~ .~~........, '~~'" ~~~~c:<~z.~~",,~,,~. ___ ~~.~.. ~Z5 - -"~~~~S:<---::-~------- '-. ~ 1.0 ----- .~~~-.....:::..,)."'---------~-----I---L !:D t::J ~ -- - ~---'''''''~,:::..,'''':''<; ___-,-_ __ _ l~ ~ ~ 0.8 I , ',',"......_ _____ ____ "';,.) N' I -.,... ........." '-- ' ~ ~ '" ... -........ -""',~,,:::::, ~~ ---- . ---- I[i ~ ~. 'io.G --- n-"'--~b.....;..... -~?---..;;;>.......-- -____ -1- \ '- ~ "\ - -----_:::::....-_:::..- .;;;::::':::--,.;;:::".",~~------ ~ .......... 0.5 - --'" ..........~::::,.""~......... ~ ~ ---- ------- ''''''...................~....... ;s :;:) 0.4 - - - - - - . - - _ _ _ _ ........... _::.... '- ~.......... -...;: ~ ~ ~ ~ ----- --'-~---------s............... -:::::................ "'"" :::s ~ OtJ - - - - - _ _ , _ _ _ _ _ _ _ --' __ --,- _ -' '- -......... _ ~ ::_ V) , .......... '::... o.~ - --'----____________-...;;;;:...._::::. ~OZ --~-- --'------__,_________ -'",~ C o.i5 - - - - - ,-,r.;', ~'_." .... .",'-,. . . -;","'r.'>"::'"'~'-" ,'..,~..,.j;~~.,...~....\,..,~'1..._',.,-'. ". ~~;.;. ..~~'.....~ ~, , , -------- ; "J ------- _ _L, ~g;g , .. n . rI~'~ I J " t I 0 J [ : .1 I,. ~!~A i n H - I g 8 ~ . n . ., L: ~ --.-------.-- ----------.- 0.1 _ __ 6' 6 7 8 910 . -, ---~------ ----- I I () IIR. - - - - ----- - - - - --- t41/R. /6 cO 8?!p /JO tXJ IflR. 2 III? 811R. . Date Received: .z.~ ~,",6 . Planner: AI / / OIJ!?J1 T/ QN (Min.! /.Irs) ~- . ,. ~..'..~T. r r , r a . . '. '. va;.;{" ""', -, If! HR. . ... " . Detention Calculation~ s} 5 for Lots 3 & 4tf51.aining to ' ODOT System (10 yrevent per ODOT requirements) Date Received:~/.2006 Planner: AL \lO -lll lll_ ::3!jl ffiAJ ~(D (') )> !!1. r< <l> 0- j~ ~ 'lo r- Oo. >,-:,; ,,' .:~ '-:- . '''~ ~ !_ ~ - t .!~~;~~?;' '. 0.12 0.10 ~ u i 0,08 o ii: 0.06 0.04 0,02 0.00 8/8/2003 0.16 ~j~;'~,~~J~7~i~ ,t':;~ 0.14 ....' .~ ;,::{: .: .~ :: ,.:.; ~~{~~> . >.:;~. .:~ : .. - ,- .:. ~.: ,;~;,~~~',t~i~'iD f j.:~:~i,~~;S' 'co, ,:.+' o 120 , j: ;;1" i Sky Chief Lots 3 & 4 Stormwater Hydrograph ~5 , , :';.};i: t~R:jr~:;~~,,:,'ti~1;:' , ',', . ~~. .:~r~'.~~". , ., -='.' ".~ ~~. .'.,~~~: '.-' <2,;;t~)ig~f:::~'f, ;."0; 240 360 480 " ;; ~'f3.. it;~ it.,; :" -~ .,- : . " '.~ '. '". .' '.. ," ',., '" ,,/ l_ . ....,\1 "'."~' ~'. ~. ,.., '. ", :. ,'~ t. ;.1, -'-I ~r I. ,ii, ~, -~'.i.' .-,,, ~, -- ,or ;t.,~ ": ."~ ,;~~;.t;:;". ". . '*' IIIIRllrnmmlll~lIIl1l1l1l11ll1l1l1, '--,... , '"'", 111111111111111111111111111111111111111: :::::::::::::::::::::::1111111111111111111 . I"". '-.II, 600 720 840 960 1080 1200 1320 1440 Time (min) " Post Developed Inflow I' -+-- Post Developed Outfiow _~.!'rEl,g-"'\Ieloped Outfi<)',V---, detention,Iot3,xls I"~' - hydrograph (Pre) Skychief Lot 3 & 4, 5 Predeveloped Hydrograph, 10yr Given: TotalAreill 10yr24hr total '" Tc '" ..." PervioulIArea Area'" CN '" S" .2'5" 0,12 4.56 5 0.50000 0.12 74 3.51 0.70 acrlM 15" 3,6 inches inchlM lOy, 4.56 inches m" fOOvr 6.48,inches Impervious Area acres Area'" o acres eN '" " s" 0,20 2.S '" 0,04 lhreatining' Time I Type 1 A,SCS J Precipitation Accumulated I Pervious I Impervious I Total J Instant Design Depth Precp,_Depth Ace. Runoff Inc. Runoff Ace. Runoff tnc. Runoff Inc. Runoff Flow ,,~ (min) (% 24hr Totall (in) (in) Depth (in) Depth (in) Deoth (in) Depth (in) (inches) (cfs) (efs) .. 0 0,0000 0,0000 0,0000 0.0000 0.0000 0,000 0.0000 0.00 0,00 10 0,4 0.0182 0,0182 0.0000 0.000 0.0000 0.000 0.0000 0.00 0.00 20 0,4 0.0182 0.Q365 0.0000 0.000 0.0000 0.000 0.0000 0.00 0.00 30 0,4 0.0182 0.0547 0_0000 0.000 0.0009 0,001 00000 0,00 0.00 40 0,4 0.0182 0.0730 0.0000 0,000 0.0044 0,003 0.0000 000 0_00 50 0,4 0.0182 0.0912 0,0000 0.000 0.0100 0.006 0.0000 0,00 0.00 60 0,4 0.0182 0.1094 0.0000 0.000 0.0173 0.007 0.0000 0.00 0.00 70 0,4 0.0182 0_1277 0.0000 0_000 0,0259 0,009 0.0000 0,00 0.00 80 0,4 0.0182 0.1459 0.0000 0.000 0.0357 0,010 0,0000 0.00 0.00 90 0,4 0.0182 0.1642 0.0000 0,000 0_0465 0.011 0,0000 0.00 OOCI 100 0,4 0,0182 0.1824 0.0000 0.000 0.0580 0.012 0.0000 0.00 O,OCI 110 0,5 0.0228 0.2052 0_0000 0.000 0.0733 0_015 0.0000 0,00 O.OC' 120 0,5 0.0228 0.2280 0.0000 0_000 0.0895 0.016 0.0000 0,00 0.00 130 0,5 0.0228 0.2506 0.0000 0,000 0.1065 0.017 0.0000 0,00 O,OC' 140 0,5 0.0228 0.2736 0.0000 0.000 0.1240 0.018 0.0000 0.00 0.00 150 0,5 0.0228 0.2964 0.0000 0.000 0.1421 0.018 0,0000 0,00 0_00 160 0,5 0,0228 0,3192 0.0000 0.000 0.1606 0,019 0.0000 0.00 O,OC. 170 0.6 0.0274,-- 0.3466 0_0000 0.000 0.1834 0.023 0.0000 0,00 O.OC' 180 0,6 0.0274 0.3739 0.0000 0.000 0.2066 0.023 0.0000 0.00 0.00 190 0,6 '0.0274 0.4013 0,0000 0.000 0.2302 0.024 0,0000 0.00 0,00 200 0,6 0.0274 0.4266 0,0000 0.000 '0.2541 0.024 0.0000 0,00 O.OC' 210 0,6 0.0274 0.4580 0,0000 0.000 0,2784 0.024 0.0000 0_00 0,00 220 0,6 0.0274 0.4834 0.0000 0,000 0.3029 0.025 0.0000 0.00 0.00 230 0.7 0.0319 0.5153 0.0000 0.000 0.3318 0.029 0,0000 0.00 0,00 240 0,7 0.0319 0.5472 0,0000 0.000 0,3609 0,029 0.0000 0.00 0,00 250 0,7 0.0319 0.5791 0.0000 0.000 0.3903 0.029 0.0000 0.00 0.00 260 0,7 0.0319 0.6110 0.0000 0000 0.4199 0.030 0,0000 0_00 0,00 270 0,7 0.0319 0.8430 0.0000 0.000 0.4497 0,030 0.0000 0,00 0,00 280 0,7 '0.0319 0.6749 0,0000 0.000 0.4797 0,030 0_0000 0.00 0,00 290 0.82 0.0374 0.7123 0.0000 0.000 0,5149 0.035 0.0000 0.00 0,00 300 0.82 ,0,0374 0.7497 0.0006 0,001 0_5504 0.035 0_0006 0.00 0,00 310 0.62 0,0374 0.7871 0.0020 0.001 0.5880 0.036 0,0014 0.00 0,00 320 0.82 0.0374 0.8244 0.0041 0.002 0.6217 0.036 0.0021 0.00 0.00 330 0.82 0.0374 0.8618 0,0069 0.003 0,6576 0.036 0.0028 0.00 0,00 340 0.82 .0.0374 0.8992 0.0104 0.004 0.6935 0.036 0.0035 0,00 0,00 350 0.95 0.0433 0.9426 0.0153 0.005 0.7353 0.042 0.0049 0,00 O,OC. 360 0.95 0.0433 0.9659 0,0211 0.006 0.7772 0.042 0,0058 0,00 O.OC' 370 0.95 0.0433 1.0292 0.0278 0.007 0,S192 0,042 0.0066 0,00 0.00 360 0.95 0.0433 1:0725 0.0352 0.007 0.6613 0.042 0.0075 0.01 0.01 390 0.95 0.0433 1.t1;58 0.0435 0.008 0.9035 0.042 0,0082 om 0,01 400 0.95 0.0433 1.1592 0.0525 0.009 0.9457 0.042 0.0090 om 0.01 410 1,34 0.0611 1.2203 0.0664 0.014 1.0055 0.060 0.0140 0.01 0.01 420 1.34 0,0611 1.2814 0.OB18 0,015 1.0653 0.060 0.0154 0.D1 0.01 430 1,34 0.0611 1.3425 0.0985 0.017 1.1252 0.060 0,0167 0.01 DOl 440 1,8 0.0821 1,4245 0.1230 0.024 1.2059 0.081 0,0245 0,02 0,01 450 1.6 ' 0.0821 1:5066 0.1497 0.027 U867 0.061 0.0267 0.02 0.02 460 3.4 0.1550 1.6617 0.2056 0.056 1.4396 0.153 0.0559 0.04 0.03 470 5.4 0.2462 1.9079 0.3078 0.102 1.6831 0_244 0.1022 0,07 0,06 460 27 0.1231 2,0310 0,3644 0.057 1.8051 0.122 0,0566 0,04 0,06 490 1.8 0.0821 2.1131 0.4040 0.040 U665 0,081 0.0396 0.03 0.03 500 .1.34 0.0611 2.1742 0.4344 0.030 1.9471 0.061 0.0304 0.02 0,03 510 1,34 0.0611 2.2353 0.4655 0_031 2.0076 0.061 0,0311 om 0.02 520 1,34 0.0011 2.2964 0,4973 0.032 2.0685 0.061 0.0318 om: 0,02 530 0.88 0.O40{ 2.3365 0.5186 0,021 2.1083 0.040 0.0213 0,0<, 0.02 540 0.88 0.0401 2.3767 0.5402 0.022 2.1482 0.040 0,0216 0.02 0,02 550 0.68 0.0401 2.4166 0.5620 0.022 2.1880 0,040 0.0219 0.02 0.02 560 0.88 0.0401 2.4569 0.5842 0.022 2.2279 0.040 0.0221' om 0.02 570 0.88 0.0401 2.497.1 0.6066 0.022 2.2678 0.040 0.0224 0.02 0,02 580 0.88 0.0401 2.5372 0.6293 0.023 2.3077 0.040 0.0227 0,02 0.02 590 0.88 0.0401 2.5773 0.6522 0.023 2.3476 0.040 0.0229 om 0.02 600 0.88 0.0401 2.6174 0.6754 0.023 2.3875 0,040 0,0232 0,02 0.02 610 0.86 0.0401 2.6576 0,6968 0.023 2.4274 0_040 0.0234 0.02 0,02 620 0.88 0.0401' 2.6977 0.7225 0.024 2.4674 0.040 0.0237 0.02 0.02 630 0.88 0.0401 2.7378 0.7464 0.024 2.5073 0.040 0.0239 0,02 0,02 640 0.88 0,,0401 2.7760 0.7706 0.024 2.5472 0.040 0.0242 0.02 0.02 81812003 Date f~eceived. 21;./J.po6 Planner: AL '''"7~1. . delenlion.!ot3_x!s hydrograph(Pre) 650 0.72 0.0328 2.8108 0.7905 0.020 2.5799 0.033 0,0199 0.01 0,02" 660 0.72 0.0328 2.8436 0,8106 0,020 2.6126 0.033 0.0201 0.01 0.01 670 0.72 0.0328 2,8764 0,8308 0,020 2.&453 0,033 0.0202 0.01 0.01 680 0.72 0.0328 2.9093 0,8~12 0.020 2,6779 0.033 0,0204 001 0.01 690 0,72 0.0328 2.9421 0,6717 0.021 2.7106 0.033 0,0205 0.01 0,01 700 0.72 0.0328 2.9749 0.8924 0.021 2.7433 0.033 0.0207 0.01 0,01 710 0.72 0.0328 3.0078 0.9132 0.021 2.7760 0.033 0.0208 0,02 0.02 720 0.72 0.0328 3,0406 0,9341 0,021 2,8087 0,033 0,0209 0,02 0,02 730 0.72 0.0328 3,0734 0.9552 0.021 2.6414 0.033 0.0211 0.02 0.02 740 0.72 0,0328 3.1063 0.9764 0.021 2.8741 0.033 0.0212 0,02 0.02 750 0.72 0,0328 3.1391 0.9977 0.021 2.9068 0.033 0,0213 0,02 0,02 760 0.72 0.0328 3.1719 1.0191 0,021 2.9395 0.033 0,0214 0,02 0.02 770 0.57 0.0260 3.1979 1.0362 0,017 2.9654 0,026 0.0171 0.01 0.01 780 0.57 0.0260 3,2239 1,0533 0.017 2.9913 0.D26 0.0171 0.01 0.Q1 790 0.57 0.0260 3.2499 1.0705 0.017 3.0172 0.028 0.0172 0,01 0.0.1 800 0.57 0.0260 3.2759 1.0878 0.017 3.0431 0.026 0,0173 0,01 0,01 810 0,57 0,0260 3.3019 1.1052 0,017 3,0690 0,026 0.0174 0.01 0.01 .20 0.57 0.0260 3.3279 1.1226 0.017 3.0949 0,026 0.0174 0.01 0.01 830 0,57 0.0260 3.3539 1.1402 0.018 3.1208 0,028 0,0175 0,01 0,01 840 0.57 0.0260 3.3799 1.1577 0.D18 3.1467 0.026 0,0176 0,01 001 850 0.57 0.0260 3.4059 1.1754 0.018 3.1726 0.026 0,0177 0.01 0.01 860 0.57 ~.6260 3.4319 1.1931 0,018 3.1985 0,026 0.0177 001 0.01 870 0,57 0,0260 3.4576 1,2109 0.018 3.2245 0,0"26 0.0178 0,01 0.01 680 0.57 0.0260 3.4638 1.2288 0.018 3.2504, 0.026 0,0179 0,01 0,01 890 0,5 0.0228 3.5066 1.2445 0.016 3.2731 0.023 0.0157 0.D1 0.01 900 0.5 0.0228 '3.5294 1.2603 0,016 3,2958 0.023 0,0158 0.01 0.01 910 0,5 0.0228 3,5522 1.2761 0,016 3.3186 0,023 0.0158 0,01 0.01 920 0,5 0,0228 3.5750 1.2920 0.016 3.3413 0.023 0,0159 0,01 0,01 930 0,5 0.0228 3,5978 1.3079 0.016 3.3640 0.023 0,0159 0.01 0.01 940 0,5 0.0228 3.6206 1:3239 0.016 3.3867 0.023 0.0160 0,01 0.01 950 0,5 0.0228 3.6434 1.3399 0,016 3.4095 0,023 0.0160 0,01 0,01 960 0,5 0.0228 3.6662 1.3559 0,016 3.4322 0,023 0,0161 0,01 0,01 970 0,5 0.0228 3.6890 1.3721 0.016 3.4550 0.023 0,0161 0,01 0,01 980 0,5 0.0228 3.7118 1,3882 0.016 3.4777 0.023 0.0162 0.01 001 990 0,5 ~.:_~_a.o228_ 3.7346 1.4044 0.016 3,5004 0,023 0.0162 0.01 0.01 1000 0,5 .. ': ~'-'0.6228~ 3.7574 1.4207 0,016 3.5232 0,023 0.0163 0,01 0.01 1010 0.4 , 0.0162 3.7757 1.4337 0.013 3.5414 0.018 0.0130 0,01 0.01 1020 0.4 .'0.0182 3.7939 1.4468 0.013 3.5595 0.016 0.0131 0.01 0.01 1030 0.4 0.0182 3,8122 1.4599 0.013 3,5777 0,018 0,0131 0,01 0,01 1040 0.4 0.0182 3,8304 1.4730 0,013 3.5959 0,016 0.0131 0,01 0.01 1050 0.4 0,0182 3.8486 1.4661 0.013 3.6141 0.018 0.0131 0.01 0.01 1060 0.4 0.0182 3.6669 1.4993 0.013 3.6323 0.018 0,0132 0.01 0.01 1070 0.4 q.oHi2 3.8651 1.5125 0.013 3,6505 0.018 0.0132 0.D1 0.Q1 1080 0.4 0.0182 3,9034 1.5256 0,013 3.6687 0,018 0,0132 0,01 0.01 1090 0.4 0.0162 3.9216 1.5390 0.013 3.6869 0.018 0.0133 0,01 0.01 1100 0.4 0,0182 3.9396 1.5523 0.013 3.7051 0.018 0.0133 0,01 0.01 1110 0.4 0.0182 3.9581 1.5656 0.013 3,7233 0,018 0.0133 0.01 0,01 1120 04 0.0182 3.9763 1.5790 0,013 3.7415 0.016 0,0133 0.01 0,01 1130 0.4 0.0182 3.9946 1.5923 0.013 3.7597 0.018 0.0134 0.01 0.01 1140 0.4 0.0182 4:0128 1.6057 0.013 3.7779 0,018 0.0134 0,01 0.01 1150 0.4 0,0162 4.0310 1.6191 0.Q13 3.7961 0,018 0.0134 0,01 0.01 1160 0.4 0.0182- . 4.0493 1,6326 0.013 3,8143 0.018 0,0134 0.01 0,01 1170 Q.4 0,0182 4,0675 1.6460 0.013 3.6325 0.018 0.0135 0.01 0.01 1180 0.4 0.0182 4,0858 1.6595 0.013 3.8507 0.Q18 0.0135 0.01 0.01 1190 0.4 0.0162 4.1040 1.6730 0.014 3,8689 0.018 0.0135 0.01 0.01 1200 0.4 0.0182 4.1222 1,6866 0.014 3,8871 0,018 0.0135 0.01 0.01 1210 0.4 0.0182' 4.1405 1.7002 0,914 3.9053 0,016 0.0136 0.01 0.01 1220 0.4 0.0182 4.1567 1.7136 0.014 3.9235 0.018 0.0136 001 0.01 1230 0.4 0.0182 4.1770 1.7274 0.014 3.9417 0.018 0.0136 0,01 om 1240 0.4 0.0182 4.1952 1.7410 0.014 3.9599 0.018 0.0136 0.01 0.01 1250 0.4 0.0182 4.2134 1.7547 0.014 3.9761 0,018 0.0137 0.01 0.01 1260 Q.4 0.0182 4,2317 1.7684 0.014 3.9003 0.016 0.0137 0,01 0.01 1270 0.4 0.0182 4,2499 1.7821 0.014 4.0145 0.018 0.0137 0.01 0,01 1280 0.4 0.0182 4.2682 1.7958 0,014 4,0327 0,018 0.0137 0,01 0.01 1290 0.4 0.0182 4.2664 1.8096 0.014 4.0509 0.016 0.0138 0.01 0.01 1300 0.4 0.0182 4.3046 1.8233 0.014 4.0691 0.018 0.0138 0.01 0,01 1310 0.4 .0.0182 43229 1.6372 0.014 4.0673 0.D18 0.0138 0.01 0.01 1320 0.4 0.0182 4.3411 1.8510 0,014 4.1055 0,018 0.0138 0.01 0,01 1330 0.4 0.0182 4.3594 1.8646 0.014 4.1237 0.018 0.0138 0,01 0.01 1340 0.4 0.0182 4.3776 1.8787 0.014 4.1419 0.018 0.0139 0.01 0.01 1350 0.4 0.0182 4,3958 1.6926 0.014 4,1601 0.018 0.0139: 0.01 0,01 1360 0.4 0.0182 4.4141 1.9065 0.014 4.1763 0.016 0.0139 0,01 0,01 1310 0.4 ,0.0162 4.4323 1.9204 0,014 4.1'965 0.016 0,0139 0.01 0,01 1380 0.4 0.0182 4.4506 1.9344 0.014 4.2147 0.018 0.0140 0.01 0.01 "90 0.4 0.0182 4.4688 1.9484 0.014 4,2329 0.018 0.0140 0.01 0.01 1400 0.4 0.0182 4.4870 1.9624 0,014 4.25;1 0.018 0.0140 0.01 0,01 1410 0,4 0.0182 4.5053 1.9764 0.014 4.2693 0.018 0.0140 0.01 0,01 1420 0.4 0.0182' 4.5235 1.9905 0.014 4,2875 0,018 0,0140 0,01 0.01 1430 0.4 0.0182 4.5418 2.0045 0.014 4.3057 0.018 0,0141 0.01 0,01 1440 0.4 0.0182 4.5800 2.0166 0.014 4.3239 0.018 0.0141 0.01 0.01 ..<,!.t..; Maximum = C 006) ." I Date lieceived:~/)<>o6 , Planner: ,AL , 7 aran003 delention.Jot3.xls " d .. hydrograph (Post) ...'~' Skychief Lot 3 & 4 . [; Posldeveloped Hydrograph Given: Total Area 0.12 acres 15~ 3,6 inches 5yr24hrtotal'" 4.56 inches l~yr 4.56 inches To. 5 min 100vr 6,48 inches "w"", 0.50000 Pervious Area lmpeTY;OU5 A1ea Area'" 0 acres Area'" 0.12 acres CN'" 74 CN '" 98 s~ 3.51 s~ 0.20 2.S'" 0.70 2.5 " 0,04 Time Type lA.SCS I Precipitation Accumulated I Pervious I Impervious I Total Instanl Design Depth Precp. Depth Ace. Runoff Inc. Runoff Acc. Runoff Inc. Runoff Inc. Runoff Flow Flow (min) (%24hrTotal} lin) (in) Depth (in) Depth (in) Deoth lin} Depth (in) (inches) (efs) lefs} 0 0 0,0000 0,0000 0.0000 '0.0000 0.0000 0.000 0.0000 0.00 0.00 10 0.4 0.0182 0,0182 0.0000 0.000 0.0000 0.000 0.0000 0,00 0.00 20 0.4 0.0182 0.0365 0.0000 0.000 0.0000 0.000 0,0000 0.00 0,00 30 0.4 0,0182 0.0547 0.0000 0.000 0.0009 O,OOt 0.0009 0,00 0,00 '0 0.4 0,0182 0.0730 0.0000 0,000 0.0044 0.003 0.0035 0.00 0.00 50 0.4 0.0182 0.0912 0.0000 0.000 0.0100 0.006 0,0056 0.00 0,00 60 0.4 0.0182 0.1094 0.0000 0,000 0,0173 0.007 0.0073 0,01 0.00 70 0.4 0.0182 0.1277 0,0000 0,000 0.0259 0.009 0.0087 0,01 0.01 80 0.4 0.0182 0.1459 0.0000 0.000 0.03~7 0.010 0.0098 0.01 0,01 90 0.4 0.0182 0,1642 0.0000 0.000 0.0465 0,011 0.0107 0.01 0.01 100 0.4 0.0182 0.1824 0,0000 0.000 0,0580 0,012 0.0115 0,01 0,01 110 0,5 0.0228 0.2052 0.0000 0,000 0.0733 0.015 0,0153 0.01 0,01 120 0,5 0.0228 0,2280 0.0000 0.000 0.0895 0.Q16 0,0162 0,01 0,01 '30 0,5 0.0228 0.2508 0.0000 0.000 0.1065 0,017 0.0169 0,01 0.01 "0 0,5 0.0228 0.2736 0.0000 0.000 0,1240 0,018 0.0176 0,01 0.01 150 0,5 0,0228 0,2964 0,0000 0.000 0.1421 0.018 0,0181 0,01 0,01 160 0,5 .:'.,..-0.0228. 0.3192 0.0000 0.000 0.1606 0,019 0.0185 0.01 0.01 170 0.6 0.0274...,- 0.3468 0.0000 0.000 0,1834 0,023 0.0227 0,02 0.01 160 0,6 0.0274 0.3739 0,0000 0,000 0,2068 0.023 0,0232 0.02 0,02 190 0,6 q,0274 0.4013 0.0000 0.000 0.2302 0.024 0,0236 0.02 0,02 200 0,6 0.0274 0,4286 0.0000 0.000 0.2541 0.024 0.0239 0,02 0.02 210 0.6 0.0274 . 0.4560 0.0000 0.000 0,2784 0.024 0.0243 0,02 0,02 220 0,6 0.0274 0.4834 0,0000 0,000 0.3029 0.025 0,0245 0.02 0.02 230 0,7 0.0319 0,5153 0.0000 0.000 0.3318 0,029 0.0289 0,02 0,02 140 0,7 0.0319 0.5472 0.0000 0.000 0.3609 0.029 0.0292 0.02 0.02 250 0.7 0.0319 0.5791 0,0000 0,000 0.3903 0.029 0.0294 0.02 0.02 260 0,7 0.0319 0.6110 0,0000 0,000 0.4199 0,030 0,0296 0.02 0,02 270 0,7 0.0319 0,6430 0.0000 0.000 04497 0.030 0.0298 0,02 0.02 260 0,7 0.0319 0.6749 0.0000 0.000 0.4797 0.030 0.0300 0.02 0.02 290 0.82 0,0374 0.7123 0,0000 0.000 0.5149 0,035 0.0353 0.03 0.02 300 0,82 0.0374 0.7497 0.0006 0.001 0.5504 0.035 0,0354 0,03 0.03 310 0.82 0.0374 0.7871 0.0020 0,001 0.5860 0.036 0.0356 0,03 0.03 320 0.82 0.0374 0.82M 0.0041 0.002 0.6217 0,036 0.0357 0.03 0,03 330 0.82 0.0374 0,8618 0.0069 0.003 0.6576 0.036 0.0359 0.03 0,03 "0 0.82 0.0374 0.8992 0.0104 0.004 0.S935 0.036 0,0360 0.03 0.03 350 0.95 " 0.0433 0.9426 0.0153 0,005 0.7353 0.042 0.()418 0,03 0.03 360 0.95 0.0433 0,9859 0.0211 0.006 0.7772 0.042 0.0419 0.03 0.03 370 0.95 0.0433 1.0292 0.0278 0.007 0.8192 0.042 0,0420 0.03 0.03 380 0.95 0.0433 1.0725 0.0352 0.007 0,8613 0.042 0,0421 0.03 0,03 390 0.95 0.0433 1.1158 0,0435 0.008 0.9035 0.042 0,0422 0.03 0.03 '00 0.95 0.0433 f1592 0.0525 0.009 . 0.9457 0.042 0.0423 0,03 0.03 410 1." 0.0611 1.2203 0,0664 0.014 1.0055 0,060 0.0597 0,04 0,04 m "" 0.0611 1.2814 0.0818 0,015 1.0653 0.060 0,0598 0,04 0,""' 430 1." 0.0611 1.3425 0,0985 0.017 1.1252 0,060 0.0599 0,04 0.0<' <<0 1,8 0.0621 1,4245 0.1230 0,024 1,2059 0.081 0,0807 0,06 0.05 450 1,8 . 0.0821 1.5066 0.1497 0.027 1.2867 0.081 0,Oa08 0,06 0,'" 460 3A '0.1550 1.6617 0.2056 0.05S 1.4396 '0,153 0.1529 0.11 O.OE: 470 SA 0.2482 1.9079 0.3078 0.102 1.6831 0.244 0.2435 0.18 0.14 480 2,7 0.1231 2.0310 0.3644 0,057 1.8051 0.'122 0.1220 0.09 0.1:;. 490 1,8 0.0821 2.113,1 OA040 0.040 1,8865 0,081 0.0814 0,06 0.07 500 1," 0.0611 2.1742 0.4344 0.030 1.947.1 0.061 0,0606 0,04 0.05 510 1." 0,0611, 2.2353 O.4S55 0.031 2,0078 0.061 0.0607 0,04 0,04 520 1.34 0.0611< 2.2964 0.4973 0.032 2.0685 0,061 . 0.0607 0,04 0,,,", 530 0.88 0.0401 2.3365 0.518S 0.021 2.1083 0.040 0.0399 0.03 0,""' 540 0.88 0.0401 2.3767 0.5402 0.022 2.1482 0.040 0.0399 0.03 0.03 550 0.88 0.0401 2.4168 0.5820 0.022 2,1880 0.040 0.0399 0,03 0,03 560 0.88 0.p401 2.4569 0,5842 0.022 2.2279 0.040 0.0399 0.03 0,03 570 0.88 0.0401 2.04971 0.8066 0,022 2.2678 0.040 0.0399 0.03 0.03 580 0.88 0.0401 2.5372 0.6293 0.023 2.3077 0.040 0.0399 0.03 0.03 590 0.88 0.0401 2.5773 0_6522 0.023 2.3-476 0,040 0.0399 0.03 0.03 600 0.88 0.0401 2.6174 0.6754 OM3 2.3675 0.040 0.0399 0,03 0.03 610 0.88 0.0401 2,6576 0.6988 0.Q23 2.4274 0.040 0.0399 0.03 0.03 620 0.88 0,0401" 2.6977 0.7225 0.024 2.4674 0.040 O.oJ99 0,03 0,03 630 0.88 0.0401 2.7378 0.7464 0,024 2.5073 0.040 0.0399 0,03 0.03 840 0.88 0.0401 2.7780 0.7706 0.024 2.5472 0.040 0,0399 0.03 0.03 .~003 Date ReCejVed:~/:U>b6 Planner: AL 7 detenllon-lot3,xlS hydrograph (Post) 650 0.72 0.0328 2.8108 0,7905 0,020 2.5799 0.033 0.0327 0.02 0.03 660 0.72 0.0326 2,8436 0.81OG 0.020 2.6126 0.033 0,0327 0,02 0.02 670 0.72 0.0328 2.8764 0.8308 0.020 2,6453 0,033 0.0327 0,02 0,02 680 0.72' 0,0328 2.9093 0.8512 0,020 2.6779 0.033 0.0327 0.02 0.02 690 0,72 0.0328 2.9421 0,8717 0.021 2.7106 0.033 0,0327 0.02 0.02 700 0.72 0.0328 2.9749 0,8924 0.021 2.7433 0,033 0.0327 0,02 0.02 710 0.72 0.0328 3,0078 0.9132 0.021 . 2,7760 0.033 0,0327 0.02 0.02 720 0.72 0,0328 3,0406 0,9341 0,021 2.8087 0.033 0,0327 0.02 0.02 730 0.72 0.0328 3.0734 0.9552 0,021 2.6414 0.033 0.0327 0,02 0.02 740 0.72 ' 0.0328 3.1063 0.9764 0.021 2.8741 0.033 0.0327 0.02 0.02 750 0.72 0.0328 3,1391 0.9977 0.021 2.9068 0.033 0.0327 0.02 0,02 760 0.72 00328 3.1719 1.0191 0,021 2.9395 0.033 0.0327 0,02 0.02 770 0,57 0.0260 3,1979 1.0362 0,017 2.9654 0,026 0.0259 0,02 0.02 780 0.57 0.0260 3,2239 1.0533 0.017 2,9913 0.026 0,0259 0.02 0.02 790 0.57 0.0260 3,2499 1.0705 0.017 3,0172 0.026 0.0259 0,02 0,02 aoo 0.57 0.0260 3.2759 1.0878 0,017 3.0431 0,026 0.0259 0,02 0.02 810 0.57 0.0260 3.3019 1.1052 0.017 3.0690 0,026 0,0259 0.02 0.02 820 0.57 0.0260 3,3279 1.1226 0.017 3,0949 0.026 0,0259 0.02 0,02 830 0.57 0.0260 3.3539 1.1402 0,018 3.1208 0.026 0.0259 002 0.02 840 0.57 0.0260 3.3799 1.1577 0.018 3.1467 0,026 0.0259 0.02 0.02 850 0.57 '0.0260 3.4059 1.1754 0,018 3.1726 0,026 0,0259 0.02 0.02 860 0.57 0.0260 3,4319 1.1931 0,018 3.1985 0.026 0,0259 0.02 0,02 670 0.57 0.0260 3,4578 1.2109 0.D18 3.2245 0.026 0.0259 0,02 0.02 880 0.57 0.0260 3:'4838 1.2288 0.018 3.2504 0.026 0.0259 0.02 0.02 690 0,5 0,0228 3.5066 1.2445 0.016 3,2731 0,023 0,0227 0.02 0.02 900 0,5 00228 3.5294 1.2603 0,016 3,2958 0.023 0.0227 0,02 0.02 910 0,5 0.0228 3,5522 1.2761 0,016 3.3186 0,023 0,0227 0.02 0,02 920 0,5 0.0228 3.5750 1.2920 0,016 3.3413 0,023 0,0227 0,02 0.02 930 0,5 0.0228 3.5978 1.3079 0.016 3,3640 0.023 0.0227 0,02 0.02 940 0,5 0.0228 3.6206 1.3239 0.016 3.3867 0.023 0.0227 0.02 0.02 950 0,5 0.0228 3,6434 1.3399 0,016 3,4095 0,023 0.0227 0.02 0,02 950 0,5 0.0228 3,6662 1.3559 0.016 3,4322 0,023 0,0227 0,02 0.02 970 0,5 0.0228 3.6890 1.37:21 0.016 3,4550 0.023 0.0227 0,02 0,02 980 0,5 0,0228 3.7118 1.3882 0.016 3.4777 0.023 0.0227 0.02 0.02 990 0,5 0.0228 3,7346 1.4044 0.016 3.5004 0,023 0,0227 0,02 0.02 1000 0,5 0.0228 3.7574 1.4207 0.016 3.5232 0.023 0,0227 0,02 0.02 1010 0.4 0.0182 3.7757 1.4337 0.013 3.5414 0.Q18 0.0182 0.01 0,01 1020 0,' 0.0182 3.7939 1.4468 0.013 3.5595 0.018 0.0182 0,01 0.01 1030 0.4 0.0162 ),8122 1.4599 0.013 3.5777 0.018 0.0182 0,01 0.01 1040 0.4 0.0182 3.8304 1.4730 0.013 3,5959 0.018 0.0182 0.01 0,01 1050 0.4 0.0182 3.8466 1.4881 0.013 3.6141 0.016 0.0182 0.01 0.01 1060 0.4 0.0182 3.8669 1.49S3 0,013 3.6323 0,018 0.0182 0,01 0.01 1070 0.4 0.0182 3,8851 1.5125 0.013 3.6505 0,01a 0,0182 0.01 0,01 1080 0.4 0,0182 3.9034 1.5258 0.013 3.6687 0.018 0.0182 0,01 0.01 1090 0.4 0,0182 3.9216 1.5390 Q,OP 3.6869 0,01a 0.0182 0,01 0,01 1100 0.4 0.0182 3.9398 1.5523 0.013 3.7051 0,018 0,0182 0.01 0,01 1110 0.4 0.0182 3.9581 1,5656 0.013 3.7233 0.018 0.0182 0.01 0.01 1120 0.4 0.0182 3.9763 1.5790 0.013 3.7415 0,018 0.0182 0.01 0.01 1130 0.4 0,0182 3.9946 1.5923 0.013 3.7597 0.018 0.0182 0.01 0.01 1140 0.4 0.0182 4,0128 1.6057 0.013 3.7779 0.018 0.0182 0,01 0.01 1150 0.4 0.0182 4,0310 1.6191 0.013 3.7961 0.018 0.0182 0,01 0.01 1160 0.4 0.0182 4.0493 1.6326 0.013 3.8143 0.018 0.0182 0,01 0,01 1170 0.4 0.0182 4.0675 1.6460 0,013 3,8325 0018 0.0182 0,01 0.01 1180 0.4 0,0182. 4,0858 1.8595 0.013 3,8507 0.018 0.0182 0.01 0.01 1190 0.4 0.0182 4.1040 1.6730 0.014 3.8689 0.018 0,0182 0,01 0.01 1200 0.4 0.0182 4.1222 1:6866 0,014 3.8871 0,018 0,0182 0,01 0,01 1210 0.4 0.0182 4.1405 1.7002 0.014 3.9053 0.018 0.0182 0.01 0.01 1220 0,' 0_0182 4.1587 1.7138 0.014 3.9235 0.018 0.0182 0.01 0.01 1230 0.4 0.0182 4.1770 1,7274 0.014 3.9417 0,016 0.0182 0,01 0,01 1240 0.4 0.0182 4.1952 1.7410 0.014 3.9599 0.018 0,0182 (JOt 0.01 1250 0.4 0:0182 4,2134 1.7547 0.014 3,9781 0.018 0,0182 0.01 0.01 1260 0.4 0.0182 4,2317 1,7684 0.014 3.9963 0.018 0.0182 0,01 0.01 1270 0.4 0.0182 4.2499 1.7821 0.014 4,0145 0.018 0,0182 0.01 0.01 1280 0.4 0.0182 4.2682 1.7958 0.014 4.0327 0,018 0.0182 0.01 0.01 1290 0.4 0,0182 4.2864 1.8096 0.014 4.0509 0.018 0.0182 0,01 0.01 1300 0.4 0.0182 4,3046 1.8233 0.014 4.0691 0.018 0,0182 0,01 0.01 1310 0.4 0.0182 4.3229 1.8372 0.014 4.0873 0.018 0.0182 0.01 0,01 1320 0.4 0.0'182 4.3411 1:8510 0.014 4.1055 0.018 0.0182 0,01 0,01 1330 0.4 0.0182 4.3594 1,8648 0,014 4.1237 0.018 0,0182 0,01 0.01 1340 0.4 0.0182 4.3776 1.8787 0,014 4.1419 0.018 0.0182 0.01 0.01 1350 0.4 0.0182 4,3958 1.8926 0.014 4.1801 0.018 0.0182 0.01 0,01 1360 0' 0.0182 4.4141 1.9065 0,014 4.1783 0,016 0.0182 0,01 0.01 1370 0.4 0.0182 4.4323 1.9204 0,014 4,1965 0.018 0.0182 0.Q1 0.01 1380 0,' 0.0182 4,4506 1.9)44 0.014 4.2147 0.018 0.0162 0.01 0,01 1390 0,' 0.0182 4.4888 1.9484 0.014 4.2329 0.016 0,0182 0.01 0.01 1400 0' 0.0182 4.4870 1.9624 0,014 4,2511 0.018 0.0182 0.01 0.01 1410 0,' 0.0182 4.5053 1.9764 0.014 4,2693 0.018 0.0182 0.01 0.01 1420 0.4 0,0182 4.5235 1.9905 0.014 4.2875 0.018 0.0182 0,01 0,0 I 1430 0.4 0,0182 4,5418 2.0045 0,014 4.3057 0,018 0,0182 0.01 0.0.1 1440 0.4 0.0182 4.5600 2.0188 0,014 4,3239 0.D18 0.0182 0.D1 0,01 Date Received:~/){)o6 Planner: Al 7 81812003 detentiol1_lot3.11ls .,'- , ~4,.; .; ,,;.'<:';:. ~. .r , :, ~'~~~~~i~k~~ '"00 -m lll_ 5!!> (I);;:J :-! (i) o )> !!!. r< CD a. ~ r '" ,._,~<~:~t?t~~:.~'>'..~':." ,,~': .~ '" ..c;:._'.~:- .j' .~:!-~':~:' ..~.c,~' " ." ~ " '2 stage outflow Detention Calculation Sheet (10yr)' , '" 'r:;''',:)~~rj1~&,;~;t~<~~I~$,:/to;f11:&1~~,f.' .. ,.."' .'... -"IOIf'?!!IOWdja.~. 10 in ~". '" Area; 0.545414931 1 Oyr Max Outflow" 0.06 ds Heioht 3rd " 1,3 ft --:' , loutflow.. .,;::' " ''''_. ..~"'...-- t. .....",~ .' ~..~: \1 ~:~~'~ ~:r'r;; area: c. outletiIlvert'" ,...;,~,fti. .....,~~.' ; \ 10' . 0_545414931 sf 130 .0,2 (1tSSUffifl 0 for inletl . ';." weir Head over lower Orifice eft, Stage One flow, Orifice unsub. orifice actual Ids\ -"(ds) rds\ Stage two flow, Otffice Depth Weir flow Istage Three flow, Overflow Cw weir", , .'.-..(ds\ orifice Ids) ITolal full pipe actual Outflow (efs\ (ds\ Cefs) Orifice aclual 0 ..0_00 .. 0,00 0,00 , 0,00 0,00 0,00. ~, 0,00, 5.35 ,0.00 0,00 0.001 0, 0.00 0,\ " 0.00, 0.02 , 0.02' 0_00 000 0,00 , 000' 5,35 0,00 0,00 7.60 01 0.02 02 0,00 -0.03. 0,03, 0,00 0,00 . 0.00 0,00, 5.35 0,00 0.00 8.88~ 0,3 0,00 0.03 0.031 0,00 0,00 0,00 0,001 5.35 000 0.00 10.01 0 0.03 0.. 0.00 0,04 004 0,00 0,00 0,00 0.001' 5,35 0_00 0,00 11_05 0 0.04 0,5 0.00 004 .0.04 0.00 0,00 0,00 0.001 5_35 0.00 0_00 .. 12,01 0 0.04 ... 0,6 0.00 Oos 0,05 0,00 0.00 0.00 O_OO( 5.35 O,Ou U,UU 12.91 0 0.05 : 0,7 0.00 0.05 005 0,00 0,00 0_00 0.00 5.35 000 0.00 13.7~J 0 0.051 0,' .0.00 0.05 0,051 0,00 0,00 0_001 0_00 5.35 0,00 0,00 14.56 0; 0.05 e 0,9 0,00 0.06 0061 0,00 0_00 0.001 0.00 5.35 0,00 0.00 15,33 01 0.06 .... 1. ~, 0,00 000 0,06 0,06 0061 0.06 0.00 0_00 000 000 O,OO~ 0,00 0,001 5.35 5.35 0,00 0,00 0' o 0,00 16.07 0.00 16.78 0.06 0.06 1.21 0,00 0,07 0.07 0.00 0,00 0,00 0,00 5.35 0.00 0.00 17.47 0 0.07 \,31 0,00 0.07 0,07 0,00 0,00 0,00 0,00 5,35 0.00 0.00 lB.13 0 0.071 - 1.4 0,00 U_Uf 0.07 0,00 0.00 0,00 0.00 5.35 0.44 0.B3 18.7B 0,443 0,'2' 1.5 0,00 0.07 0,07 0,00 0,00 0.00 0,00 5,35 1.25 1.17 19.40 1.174 1.251 1.61 0,00 0,08 O,OB 0,00 0,00 0.00 0.00 5.35 2_30 1.44 20.01 1.438 1.52 1.71 000 0.08 O.OB 0.00 0.00 0_00 0.00 5.35 3,54 1.8~ O.(ll) 1).08 0_08 0,00 0.00 0,00 0_00 5,35 -4,!:l~ 1.9.----0:00 - 1).08 0.08 0,00 0.00 0,00 0,00 5.35 6.51 .. 21 - .. 0,00 n,09 0,09 0,00 0,00 0.00 0,00 5.35 a,lU 1_66 1.86 ~.~~- ~.;w 20.601 1.6611 2L~!31 1.8571 21.751 2.03-41 22.301"""2.1971 1.74 1.94 2.12 2.28 J. \ '"I" detention-lot3.xls ,- Sky Chief Lots 3 & 4,.5 Volume Vs. Depth - Grassy Swale Volume Vs Depth determined graphicaly using eagle point Slope of channell % Side Slopes = 4:1 Starting bottom width = 2' New site impervious cover = 55% Correction Value = 32,5% 'Elevation Depth 480.91 481.01 481.11 481.21/ 481,311 481.411 481.511 481.611 , "481.711 481.811 481.911 482.011 482,111 482.211 "; IVolume 01 0.11 0.21 03/ 0.41 0,51 0.61 0,71 0.81 0.91 11 111 1,21 1.31 !"COrr"volume ' 0.00 0,00 1.081 0.73 4.861 3.28 12.421 8,38 24.301 16.40 43,741 29.52 76.411 51.58 122.041 82.38 180.631 121.93 252.721 170,59 340.201 229,64 437,671 295.43 540,00/ 364,50 591.031 398.95 , d' 71;/)1J&t Date Receive ,-":j.i., Planner: AL 8/8/2003 .....;"... ......l;;-,.. .' ,'., '.. , , I ,I , I ". 1 1 " \"'.1 :'1 '~J,I :.....1 I , I I , I .4.:: I . I , " ",.,1 "?~ : '?ll ,:1 '.~;' I , I I ~::' I li:;~,:1 '. . <~ '."". 'il~' ;";1.. .,1;{' "'f. \;;;; .\' .81812003 f' Storm Event '" Max outflow = Time I Inflow HydrograPhl (cfs) (min) 0' 0.00 5 0.00 10 0.00 15 0.00 20 0.00 25 0.00 JO 0.00 J5 0.00 40 0.00 45 0.00 50 0.00 55 0.00 60 0.00 65 0.00 70 0.01 75 0.01 80 o.ot 85 0.01 90 0.01 95 0.01 100 0.01 105 .,~O,01._~ 110 0,01 115 O.ot 120 0.01 125 0,01 lJO 0.01 lJ5 0.01 140 0,01 145 0.01 150 0.01 155 0.01 160 0.01 165 O.Ot 170 0,01 175 0.01 180 0.02 185 0.02 190 0.02 195 0.02 200 0.02 205 0.02 210 0.02 2t5 0.02 220 0.02 225 ' 0.02 230 0.02 235 0.02 240 0.02 245 0.02 250 '0,02 255 0.02 260 '0.02 265 0.02 270 0.02 275 0.02 280 0.02' 285 a.OZ". 290 0.02' 295 0.02 JOO 0.03 J05 0.03 310 0,03' 315 0.03 320 0.03 325 0.03 330 0.03 335 0.03' 340 "0.03"" 345 0.03 350 0.03 .,' '"-,--< Sky Chief Lots3&4,5 Stormwater Dete.ntion Calculation Sheet 10 0,06 efs Inflow Volume CFper5min 0.00 0.00 0.001 a.oar O.OOr 0.001. 0.101 0.10" 0.481 0.481 0.991 0.99"1 1.40r 1.40. 1.741 1.741 2.01. 2.011 2.241 2.24r 2.421 2.421 2.931 2'''1 3.44 3.441 3'''1 3.61 3.76r 3,761 3.88 3.8BI 3,981 3,981 4.491 4.491 5,001 5.00r 5.101 5.10. 5.t8"1 5.181 5.251 5.251 5.311 5.311 5.821 5.821 6.321 6.321 6.381 6.381 6.431 6.431 6.47l 6,47r 6.511 6.51. 7.tOr 7.101 7.701 7.70r 7.741 7.141 7.771 7.771 7.801 7.BOI 7.82r 7.821 8,471 Volume in Tank I (CF) 0.001 0.001 0,00"1 0,001 0.00 0.001 0.101 0.10l 0.481 0.481 0.991 0.99r 1.401 1.401 1.74 1.741 2.011 2.011 2.241 2.241 2.421 2.4il 2.931 2.931 3.44r J.441 3.61t 3.611 3.761 3.761 3,BBr 3.881 3.981 3.9BI 4.491 4.491 5.001 5.001 5.101 5.10" 5.181 5.181 5.251 5,251 5.311 5.311 5.B21 5.821 B.321 6.321 6.381 6.381 6.43. 6.431 6471 6.471 6.511 8.51) 7.101 7.101 7.701 7.701 7.741 7.141 7.771 7.771 7.801 7.801 7.82, 7.821 8A71 Deplh IftJ O.OOOOr 0.00001 0.0000"1 0.0000) 0,00001 0.00001 0.00001 0.00001 0,00001 0.00001 0.10001 0.10001 D.tOOOI 0.10001 0,10001 0.1000 0.10001 0.10001 O.tOOOI 0.10001 0.10001 O.lODOi 0.10001 0.10001 0.2000 0.20001 0.20001 0,2000r 0.20001 0.20001 0,20001 0.20001 0,20001 0.20001 0.20001 0.20001 0.2000r 0.20001 0.20001 O.Zooor 0.2000r' 0.20001 0,20001 o.:mool 0.20001 0.20001 0.20001 0.20001 0.20001 0,2000. 0.20001 0.20001 0.20001 0.20001 0.20001 0.20001 0.2000r 0.20001 0.20001 0.20001 0.20001 0.20001 0.20001 0.20001 0.20001 0.20001 0.20001 0.20001 0.20001 0.20001 0.30001 Outflowrafe (ds) loutflow Volume IActual Outflow (ef per 10 min.) Rate (ds) 0.00001 01 0,0000 0,001 O.Or 0.0000 0.00"1 O,Or 0.0000 0.001 0.01 0,0000 0.001 0.01 0.0000 0.001 0.01 0,0000 0.001 0.11 0,0003 0,001 0.11 O.oooj 0.001 0,51 0.0016 0.001 0.51 0,0016, 0.021 1.01 0.0033j 0.021 1.01 0,0033 0.02' 1.41 0,0047 0.021 1.41 0.0047 0.021 1.71 0,0058 0.021 1.71 0.0058 .0,021 2.01 0,0067 0,021 2.01 0.0067 0.021 2.21 0.0075 0.021 2,21 0.00751 0.021 2.41 0.0081 .0.02) 2.4 a.0081 o.Oil 2.91 0.0098 0,02 2.91 0,0098 0.031 3.41 0.0115 O,OJI 3,41 0.01151 0,031 3.61 0.01201 0.031 3.61 0.01201 0,031 3.81 0.01?!;1 O.OJI 3.81 0,0125 0,031 J,91 0.0129 O.OJI 3.91 0.0129 O.OJI 4.01 0,0133 0.031 4.01 01'11.131 0.031 4.51 0.01501 0.031 4.51 0,01501 0,031 5.01 001671 0.031 5,01 01'11671 0.031 5.11 0.01701 0,031 5.11. 0.01701 0.031 5.2r 0,1'1173 0.031 5.21 0.0173 0.031 5.21 0.017~ 0031 521 0.01751 0.031 5.31 o01nl .. 0,031 5.31 0.0177 0.031 5.81 0.01941 0.031 5.81 001!l41 0.031 8.31 0:07111 0.031 6,31 0.0211 0.031 6.41 0.0213 0.031 6AI 002f3l 0031 6.41 00?14 0.031 6.41 0'0214 0.r1-'31 8.51 1'1(17161 0.031 6.51 0-:-Oi1RI 0.031 6.51 00217 0.031 6.51 0,0217 0.031 7.11 0.02371 0.031 7.tl 0.0237 0.031 7.71 0.0257 0.031 7.71 00257 0.031 7.71 0.0258 0.031 7.71 0.025e 0.031 7.81 0.0259 om.1 7.8r 0.0259 0.031 7,81 Q.0260~ 0,031 7.81 0.02601 0,031 7.81 O.026H 0.031 7.8r 0.0261 0.031 8.51 0.0282 Date ~eceived: Planner: AL Z/;. /)<)0' I detention-IoI3.xls i 355 0.03 8471 8471 0.30001 0031 851 00]6"J 360 0.03 9.11 9.11 0.3000 O.oJ 9,1 0.0304 365 0.03 9.1'1 9.11 0.3000"1 0.03-' 9,1 0.0304 370 0.03 9.141 9.141 0.30001 0,031 9.11 0.0305 375 0.03 9.141 9.141 0.30001 0.031 9.11 0,0305 380 0.03 9.161 9.161 0.3000' O.OJI 9.21 0.0305 385 0.03 9.161 9.16"' 0.30001 O.OJl 9.21 0.0305 390 0.03 9.16r 9.181 0.30001 0.031 9,21 0.0306_ 395 0.03 9.181 9.181 0.30001 0.031 9.21 O.O306l 400 0.03 9.19. 9.191 0,3000_ 0.031 9.21 0.0306 405 0.03 9.191 9.191 0.30001 0.03l 9.21 0,03061 410 0,04 11.101 11.101 0.30001 0.031 10.01 0.0334 415 0.04 11.101 12.181 0.30001 0.031 10.01 0.0334 420 0,04 13.02. 15.161 0.30001 0.031 10,01 0,0334 425 0.04 13.021 18.15 OAOOOI 0.041 11.61 0.0386 430 0,04 13.041 19.60"1 0.40001 0.041 11.61 0.0386 435 004 13.041 21.061 OAOOOI 0.041 11.61 O.O386~ 440 0.05 15.3/j 24,791 oAoDOl 0.041 ".61 0.03861 445 0.05 15,31, 28,511 0.40001 0.041 1161 0.03861 450 0.06 17.581 34.51 0,50001 n.041 1:10' nn..l."., 455 0,06 17.581 39.131 0.50001 0.D41 liel O:D4J2~ 460 0.06 25.451 51.631 0.60001 0.05_ 1421 0.0473 465 0,08 25.45. 62.901 0,60001 0,051 14,21 0.0473, 470 0.14 43.171 91.881 0.70001 n.n!)1 15,31 0.05111 475 0.14 43.171 119.731 0.70001 0.051 15.31 0.05111 480 0,13 39.801 144.211 0.8000' 0.051 16.41 0.05461 485 0.13 39.601 167,631 0.80001 0.051 16.41 0.0546 490 0.07 22.151 173.391 0,90001 0,06'1 17.41 0,05791 495 0.Q7 22.151 178.171 0.9000r 0.061 17.41 0.05791 500 0.05 15.471 176.251 0.9000j 0.06.1 17AI 0.0579 ~n<; 0,05 15.47, 174341 0.90001 0.061 174_ 0.0579 510 0,04 13.211 170.171 0.80001 0051 16AI 0.0546l 515 004 13.211 167.001 O.BOOOI 0,051 16.41 0.0546 520 0,04 13.21r 163.821 0.80001 0.051 lSAr 0.0546l 525 0.04 13.211 160,651 0.8000-1 o'OSI 16AI 0,0546 530 0.04 10.951 155,221 0.80001 0,05 16A_ on."I4f\! 535 004 10.95 149.78r 0.80001 0.051 16AI e.054fll 540 0.03 8.681 142.061 0.80001 0.051 16.41 0.05461 545 '0.03 8.68.1 134.38/ 0,80001 0.051 1641 0,0546 550 0,03 8.681 126.68 0.80001 0.051 16AI 0.05461 555 0,03 8,68-1 118.98r 0.70001 0.05r 15.31 0.05111 580 0.03 8.69'1 112.341 0.70001 0.051 15.3r 0.0<;111 585 0.03 8.691 105.701 0.7000 0.05r 15.31 0.05111 570 0,03 8.591 99.06'1 0.7000r 0.051 1<;:"\1 0.05111 575 0.03 8.69r 92A21 0.70001 0.051 15.31 0.0511 580 0.03 6.59r 85.761 0.7000r 0,051 15.31 0.0511 585 0.03 8,691 79.141 0.60001 0.05r 14.21 '0.0473 590 0.03 8.691 73651 0.80001 0.051 14.2 ~ 0,0473 595 ' 0.03 8.69-1 68.151 0.60001 0.05. 14.21 0.0473 800 0.03 8.691 62.65/ 0.6000/ 0,051 14.2/ 0.0473 605 0.03 8.691 57,151 0,6000r 0.05r 14,2r 0.0473 610 0.03 8.691 51.661 0,60001 0.051 14,21 0,0473 615 0.03 8,69-1 48.161 0.50001 0.041 13.01 0.0432 820 O.oJ 8.691 41.901 0.5000r 0,041 1301 0.0432 625 0.03 8.691 37.641 0.50001 O.04r 13,01 0.0432 630 0.03 8.701 33.391 0.50001 0.().4. 13.01 0,0432 635 0,03 8.701 29.131 OAOOOr 0.04' 11.6r 0,0386 640 0.03 8.70r 26.241 DAOOOr 0,041 11,61 0.0386 645 0.03 8.701 23.351 0.4000r 0.041 11.61 0.0366 650 0.03 7.911 19.671 0.40001 0.04' 11.61 0.0386 655 0.03 7.91t 16.001 0.30001 0.031 10.01 0.0334 660 0.02 7.121 13.061 0.30001 o oil 10.0t 0.0334 685 0.02 7.121 10.171 0.30001 0.03 10.0~ 0.0334 670 0.02 7.12. 7.251 0.20001 0.03 7.31 0.0242 675 0.02 7.12r 7:121 0.2000r 0.03. 7.11 0.0237 680 0.02 7.121 7.121 0.20001 0.031 7.11 0.0237 685 0.02 7.12. 7.121 0.20001 0.03. 7.11 0.0231 690 0.02 1.12, 7.121 a.2000r 0.031 7.11 0.0237 695 0,02 1;121 1.12. 0.20001 0.031 7.11 0.0:137 700 0,02 7.121 1.121 0.20001 0.031 7.11 0.0237 705 0.02 1.121 1.12r 0.20001 0.03. 7,1 0.0237 710 0.02 7.121 7 .12 ~ 0.2000r 0.031 7,1 0.0231 715 0.02 1.12r 7.121 0.20001 0.031 7,1 0,0237 720 0.02 7.121 7.121 0.2000"1 0.031 7,1 0.0237 725 0.02 7.121 7.121 0.20001 0.031 7,1 0,0237 730 0.02 7.12. 7.121 0.2000. 0.031 7.11 0.0237 735 0.02 7.121 7.12r 0.20001 0,03. 7.11 0,0237 740 0,02 7.12r 7.121 0.20001 0.031 7.11 0.0237 745 0.02 7.12. 7.121 0.20001 0.031 7.11 0.0237 750 0.02 7.121 7.121 0.20001 0,031 7.11 0.0237 755 0.02 7.121 7.121 0,20001 0,031 7.11 0.0237 760 0.02 7.12. 7.12r 0.20001 0.031 7.11 0.0237 765 0.02 7.121 7.121 0.20001 0.031 1.1r 0.0231 770 0.02 6.361 6.381 0.20001 0031 6.41 0.02131 775 .0,02 6,381 6.3ar 0,2000r 0,031 6.4r 0.02131 780 0.02 5,64 5.641 0.20001 0.031 5.61 0.01881 Date Received:-2:AIJ<>o, 81812003 Planner: AL detenlion-ro13.~rs ,. ~; 1 ,~ f,-~;~ ':; . ,V' ,'~ ,;', ;'. -1'.'- , " .~:; .1 i~ . :}~" c " ','<!, '.1:"'.'" 1~1 . .:,~? ' ~";r.:. ,_",.1 ,.f...! "iii"'" ".f"';- . ~~~':' ''''J. . .:t':I'!il:j:'~~;t1~i.: : ~,...A,,~'t;i;7'. .:,'1 '~':~;\ ';i,...l" .;~it', ~I:', ',"'j., ~:: t ,~'''l~,:~,,~{;r.:~xr:k -r:', _ -'i.,,', \:\1 :~r;', ''1'.'' <," ~~: 1.''''- .~~.~i'..:' ,. <r . ,-.1.1' ~ .~;:,r' '. .AP' ..p,,:~l ;~' " :'I.\l.' .:*~ '~f ' .,i." } :i~~, , Ii' . "~' -'f. ..1, :\ ';'1\ 'Jll' .'~. , _~~l ., !.. ~.>' -",;,r-,f" ,'q~7'~):; "&'! ' :\. .} ~fi:~, [ ,~,'j~ f. ~f1C -I 1~J';'" "I'}'f../'ll .,' .f'l ;..~' ,i~jhl ':. 9t"J~'l!I,~r ,: ~ ~:Z/::~ ' -"If'" I " , ~ i,~'~~'.r ", 'fr', .~.- ,. 'to ,., ;,[ " ~:' .11' I "'" ,}t~; ,;. r~1'::::1~'H,( I ''(r$~;J' I' >.:,,;-',' "~~''';1.. n ~!Pw!, ' '" ~~I;.~fi~. ~~".," ",.'1." ,.:I;\>~~~' ,~i:.t "" <f~','.-'1i', 'I' n:t:.,!,' '. ":1>,11'\" "'1,: . '~i'''::,..;. .~' ":,r,. ..'" ~1~;~~, ~OO3;i: J,.; ~~ \.r,~'-t":' <I .1~ '~<.'! >. .:t~.;<~t .;;,~'. .':' <V;. Ir-:..~ jl;;,_, ,.,t ,I>. ... ~ .;.,;, " 785 790 795 800 805 810 815 820 825 830 835 840 845 850 855 860 865 870 875 880 885 890 R~'5 900 90~ 810 815 920 925 930 935 940 945 950 955 960 965 970 ~7~ -980 985 990 995 1000 1005 1010 1015 1020 1015 1n~0 1n~, 1040 H145 1050 1055 1060 1065 1070, 1075 1080 1085 109<l 1095 1100 .',.,. 1105 1110 1115 1120 1125 1130 .' '1135 1140 1145 1150 1155 1160 1165 1170 1175 1180 1185 11.90 1195 1200 , I r I " " , I I' I' I ,. , , ,I I r I I I'. I I,; " t'- I" 1'1" ..~ I.t ,:.' ("-, 0.02 0,02 0.02 0.02 0,02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0,02 0.02 0.02 0,02 0.02 0.02 0,02 0,02 0.02 0.02 0,02 0.02 0.02 0.02 0.02 0.02 c: 0.02 0.02 0.02 0_02 0.02 0.02 0.02 0.02 ....,~;:,,=-l0.02" 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0,01 0.01 0.01 'r 0.01' 0.01 0.01' 0.01 0_01 0.01 .,,;:! 0.01 0.01 0.01 O.Ot 0.01 0.01 0.01 0,01 0.01 0.01 0.01 0.01' 0_01 0.01 0.01. 0.01 0.01' 0.01 0.01 . ~ , 0.01 0.01 0.01 0,01 0.01 0.01 0.01 0.01 0.0' 0.01 0,01 :;;~ \ ;:.' '. ."'1' . " 5,641 5,64 5.641 5,641 5,64 564 5.641 5.641 5.641 5,641 5.641 5.641 5,641 5.641 5,641 5.64 5,641 5.641 5,641 5,64 5.641 5.301 ~ -'~O'I ~' 4.951 4,951 4.951 4_951 4.951 4.951 4.951 4.951 4.951 4:95 4.95 4.95 4_95 4_95 4.95 4.951 4.951 4.951 4.951 4.951 4.951 4.951 4,4S1 4,461 3.96'1 3.961 , 3,961 "3.96 3,96'1 3.961 .3.961 3.961 -, 3.961 '3.961 3.96'/ 3,961 3.961 3.961 3.961 3.961 3.961 3.961 3.96.1 3.961 3.961 3.96.1 3.961 3.961 3.961 3.961 3.961 3.961 3.96, 3.961 3.961 3.961 3.961 3.961 3.96J 3,96" 3.961 5,641 5,64 5,64 5.641 5.641 5.641 5.641 5_641 5.641 5.64r 5.64r 5.641 5,641 5,64 5.64r 5.641 5.64r 5,64r 5.641 5.64. 5.64r 5.301 5.30. 4,95r 4,951 4.95t 4.95r 4.95r 4.951' 4.95. 4,95r 4,951 4.951 4,951 4.95 4.951 4.951 4951 4.95 4,951 4.951 4_951 4.951 4.95. 4.95r 4.461 4,461 3_961 3.961 3.961 3.961 3.96, 3,96r 3.961 3.96'1 3.961 3.961 3.96, 3.96r 3.961 3,96'1 3.ser 3.961 3.961 3,Q6r 3.961 3.96, 3.961 3.96r 3.96, 3.96r 3.96r 3.961 3.96r 3.96r 3.961 3.961 3.961 3.961 3_961 3,96r 3.961 3.961 3,ser {l~WOOl 0_20001 0,;10001 0.2000r 0.20001 0_20001 0.20001 0.20001 0.2000'1 020001 0,20001 0.20001 0_2000r 0,20001 0.20001 0.20001 .0.20001 0.20001 0.20001 0.2000" 0.2000r 0.20001 0.2:0001 a,2000r 0.2000r 0.20001 0.2000r 0.20001 0,20001 0.20001 0.20aor 0.20001 0.20001 0.20001 0_20001 0,2000r 0.20001 0.20001 0,2000r 0.20001 0_20001 0,2000r 0.20001 0.20001 0.20001 {J,2(l(lQI 0.20001 0,2000r 0_20001 0?0001 0.20001 0,2000r 0_20001 0.2000' 0,20001 0.20001 0.2000r 0.20001 0.20001 0.20001 020001 0.20001 0.20001 O,ZOOOr 0.20001 0.20001 0.20001 0_2000r 0.20001 0,20001 0.2000 0.20001 0.2000r 0.20001 0.20001 0,20aor 0.20001 0.20001 0.20aOr 0.20001 0,20001 0.2000r 0.20001 0.20001 OOJI 0.03i 0.03r. , 0.031, 0.031 0,03r 0.031'~ . 0.031 0.03r 0,031 0.031 0.031 0.031 0.03r 0.031 0.031 0.031 0.031 0.031 0.031 0.031 0.03/ 0.03 0.03 -'0.03 0.03 '0.031. 0_031', 0.031 0.031. " 0.031 0.031 0.031 O.OJI 0.031 0.031 ~---O.OJr r.. < 0_031 '0.031 0,031. 0.031._....~ '0.031 0.031' 0.031 0.031 .0,031 0.031 0.031 . - "~.0.031~' ,'.' , O.031'''-;'''''~''';:' 0.031....'-_,r.... . 0,031 0_031':,,- ":"_"'~ '.0.03' I.., . '0.031" '. 0.031"" . 0.031" "~." O.OJ" 0.031. 0.031. 0.031.' '0.031 .,r' r' 0.03n',' 0.031'11 , 0_031.:... ~ 0.031. . 0.031. 0.031:- '0.031".. .~ . :0.03.:~,_;":'r - 0.031 'f.: r',-' ~ ' ,0,031"..\ ~,"-"'" 0_031.j,'~- ".' 0_03l~';' .,..... 10.031,t "''''; 0.031:"" " 0.031', 0.031.. 0.03;..... 0.03k 0.031 0,031" 0.03 0_031 5,61 5.61 5.61 5,6r 5.6r 5.61 561 5.61 5.61 5.6/ 5.61 5.61 5,61 5.61 5.6r 5_61 5,61 5.6r 5.61 561 5.61 5.31 5.31 5.01 5.01 5.01 5.01 5.01 5.01 5.Qr !'iOI 5.01 501 5.01 5.01 501 s,or s_or 5.01 5.0r 5.01 5.01 5.01 5.01 5,01 4.51 4.51 4.01 4.0r 4,or 4.01 4.01 401 4,0' 4.01 4.01 4.01 4.DI 4.01 4.01 4.01 4.01 .4.0r 4.01 4.01 4.0r 4.01 4.01 4.0r 4.01 4,01 4.0' 4.01 4.01 4.01 4.01 4.01 4.01 4.0r 4.0r 4.01 4.01 4,01 4.01 ,;~. ,1'~ ,~:.: ~'~~_', Date Rec~iveJ:I:'j~ / ;WtJ6 "A'I:." -",;.,1 Planner:- ' ,,, ..,,' , _if -. "q'I . ,'" ''';" 0.018a 0.0188 0.0188 0018~ 0.0188 0.0168 0.0188 0.0188 0.0188 0.0188 0,0188 0.0188 0.0188 0.0188 0.0188 0,0188 0.0188 0_0188 0,0168 0.0188. 0.01881 0,01771 0.0177 0_0165 0.0165 0.0165 0.0165 0,0165 0.0165 0.0165 0.016!;1 0.01651 0.01651 0'0185j 0.0165 0.0165 00165 0.01651 0.01651 0.01651 0.01651 0.01651 0.0165 0.0165 0.01f'i<; 0.(1149 0.01491 0,013::? 0_0132 0.0132 0,0132 0_0132 0.01:\'2 00132 0_0132 0.0132 0,0132 0.01J2 0.0132 0.0132 0.0132 0_0132 0.0132 0.0132 0.0132 0.0132 0.0132 0.01321 0.0132 0.013~ 0.01321 0.0132 0.0132 '. 0.0132 0.0132 0.0132 0.0132 0.0132 0,0132 0.0132 00132 0.0132 0.0132 0.0132 detention,lot3,xls \ ,)- .,~. ;.if , ~ ,'':, ,f' .... ~,.~~r .;\.! :t;;~~~l ..;..>.;"O'l..>' /(~i~<i~,;t "~,\,~J h " " ~.. ""< :W~1i;r,.:~. ~\ ........... ;r:'~l; 'j. l: t ,/-.!.-".", 'J au:' t,' 1,"'.......'1 ,~ .~ \</.~~.~.,i I, ~~;,I:.\",'t..~,. '~~-F ,. '~~il' ~",~ ~ir-'''': ; :' .~," j .:;",',. t ',.. 1,' I ,;',f ' : -",/;ty .'. -~:~+}l':\ i', 1 .~-~tjg' ,:t"'I...., i~J;... . :,J.';;t ::\~~'?' ',tlt ?~\,t 1~~,~!,4 N ~ 't' t,~', i:.:~<1 ~t. ,ii' W', .~~. ~t~~ : ~. J' " ',,, :~. :~' ,'" '........'. 'I ; )': " u a: o ",::,:;g, -" ~. z: .,':0' ;;;.;~~' :\Ji~, -"1. ,~'O\ t.f~ ;~~i; ;'f.,,!~:t ~r:,!:-~;rjt 5AU-:P-1 ;;~~:Hl :(;;~~p-' .~~,~~~~;~ l;_.tf::t:f.'-/ ~~~itf~1~ :If!~;~~~l g~~..~~~~;. , 'IJ:~;'J~ ! r:;~~~' ::'''rt':U ';';~r"!,~: ",~ -, "V.;~,:&'t.,}; ",."',"'.', <- . i;r ~ . .''!. 'y'. .':. . ':'.~~}.: . ;;(o/~~~;V':'i~'~/~t I'! ,,:\j~'."r'_!.1':'.:.F- , ~~":-: "'4t'""V"! 't';t""".~r'i;:;'!i . ~iI;+~~~~~~ ~.~ 'I' :,t/I;>l'~;': ;1 . ~(;~~\:jir', ~~, j"~::~y.~n ~~~'loN~ .~l \~,"- !,I,t~: :rI.Ji!tfJ I;~:~t'~!:~: . '~r}~~lf.~\:i~~"y,g~>'l.:- , ,[}'r",,~ '. ~'?;,r' "",;q~W~f ,';:JJi:l';;) -1'1 -~,~~~_"'!.7~1 'Z,J1.'t;,tjJ't.\ "If 1 P}';!:;~~'! ;...~~.. ',f ;', ~-,; '.~-~ -'I'~ "~~I)':r ...!,;t '; ip,i~((I~~ ' u , 'r: :!::',;.-~~~,~;;~ l?!~~J/ . ~.>(~:;~~ I. <.,..- S'rORHWA~RMANAGEMEN'l' MANUAL FOR THE ,PUGE'l' SOUND BASIN FIGURE III-Ll Volume Correction Factor to De Applied to streambank Erosion Control BKPs Based on Site l_"Q.. ious Cover 50 4S - 40 - :as - ,. ,:>')..9. " 30 2S - 2lI - ~: 1S - '" 10 '0'- 20 "" SITE It.f)ER\IlOlJS COVER C") ,,' ..,--' ,.,'" ,~~~. ~;~~'- _\"'~ '.;lM'~ 1II-1-3 '. .;;1\' " " 80 80 100 Date Received:~/.U'OG Planner: AL ;. ~'~;J~~ ., .:,. ".. . 1:.,-:; ~tL~ 1.. .j'i:~:.~ .' '~'~:~4.\"': . p.&:t.a:~UlU\.r, 1992 1" .. , /"- I \ ''\ D~sign information (cant)' City of Eugene design storms' From Eugene area wide Drainage Master Plan (June. 1990) 24 hour total (in) -" Storm events reoccurrence interval , (year) 100 ......_......_._.~.1,._...._-- 2 3,12 , ;': _......~...._.'..m...'..'...'......1:..-..- 2.88,.....-........1:,'............-......-..'.........'.....--........ ,n", ...-................-.............!......... .--.---- .-..................., h~),~'13~~:!~.~_,~X:,~:...,......,..,L..,~.::~,:21:04' _._....L~~~.::._~uality Desi~~__.....m_,_ ,..,''1"'. "'~" I f~' , ,1,,' 1~~. ,'.... . ", r i " 'f'>"- ?,;;i ..&~ ~. .'>, A~:_: ';~}; . 1- -~'4; I r- :.:' I, ,i"W " .... 'J '._ ""!'". - .-J. ':I .',' - ~"" -... .",- . " {~ : '." ,-~. , . "'''), ' f~!': ' ';'-..- , $" :;:,' )! "'at ~~. : f~t" - r. :;' ,50 , ,6.48 5.76 5,28 4,56,~1 1 "1 ..'..:..-.-'-------'-.1 ..-..~:=::~:~~~::::~~~~,_,.J ............,_..-r-..., 1 25 00- Drainage area greater than 40 acres 5 3.60 Drain<;,ge area less than 40 acres , ;\ .SITE CONSERVATION MEAS!JRES ,Construction scheduling and phasing. . Schedule components I nitial grading , Construction activities type.. date.. responsible party .. inspection '. Erosion Control ' Sediment traps Inlet protection Straw barriers fence Gravel access structure , Terracing Other ' . ErOSion Prevention mulching soil coverage temporary seeding Blankets/Nets/mats permanent seeding.. planting paving minimal disturbance fenced off areas of no disturbance " " " '. :II: ,. " Date ReCei\led:J.pl",""h Planner: AL ~;~~~(~'1:~J:. ~\'". ""1 S't 1'''1, :,: , !,~ .ean I e ~\ l~ _ . :,J" .. ,~::.,. immediate cleanup of sedimentalion "X; '~f . proper storage 'and disposal of materials ~.~:,,' .~~t . ~lJ '. ";.'. ~ '" . '. A . , '\ Table 2,2a.-Runoff curve numbers fol' urban areasl Cover de~crifJtion Curve numbers for hydrologic soil group- Cover type and hydrologic condition Average percent impervious area:V A B C D Fully delleloped IirhulI area.'( (vegetation established) Open space (lawns, parks, golf cour:-ies. cemeteries, etc.)": Poor conditiun (gra.."\s cover < !i0%) .............. Fail" conditi(Jn (g'rd..s~ cover 5Oo/r. to 75%),;. . . . . .... Good conditiun (grdS~ cover <' 75%) . . . . . . . . . . . . . . I mperviuus area.'l; Paved parking lots, mofs, driveways, etc. (excluding rig-ht,of,way). . . , , . . . ' . . . . , . , , ' , , . , . , . , StJ"eetsand roads: ' Paved; cUl'bs and storm ""wers (excluding rig-ht,of.way), . . . , ' , . . , . , .. . , , ' . . . , , ' . . . . , , . . . . Paved: open ditches (inelu~i,~g ~ight-of,way) . . . . . . . Gravel (inclnding' rig'ht-of,way) ". . . . . . , . . . . . . . . . . Dirt (including' I'ig-ht'of.way) ....".,.."...,..,.. W e,slern desert urban areas: Natuml de''''lt landscaping (pervious areas unly)'... Artifi('ial deS"rt landseaping (imperviouo weed ban;er. desert shrub with I, tu 2,inch sand 01' g-"'d\'e1 ~ulth and basin'bnrders).'",.,.,., .::i Urban dist)'ids: . ,\.i .,~~. , ComrnereiaJ and busine~.. . . . . . . . . . . . . .. . . . . . . . . . . . . ',,' Industrial...,.........................,........... ':Rt:',sidl'nthtl district... by averJoge lot size: ".';..~.~,:~,'" ;:1/:; acre of' le:,s (town houses) 0 0 ; 0 ,.0; . 0 . _ 0 0 0 0 _ . 0 , 1/4 acre ,.........,......",................"... ,. l/:~ acre 0000' 0'" 0""'..". .' .... ;.,.. " ... ,'";,i,,,",' I" ,:.. acre,..,. ". 0 ..0.'. ,'" " ,".0.."" ... . o. ,. .. " " 1 aC:l'e 0.0.'......",."".........,.,.... 0.0.. ,... ~~~;it 2 acres . . . . . . . . , . , . , . . , , , . . . . . , . . , . . , . . , . . . , . . , , . )i';:"[)('lte/(JpiIlY urball areas '~'ft)\ ' . . . o~i>:{. Nt'wl)' J..rl"aclcll areas (pervlOus area~ only, ,".i'( no veg-t'wlion):"o....,..., ."",... 0....0... . 0 o. . 0 o. f' 11I1t" lanel:, (eN's art" lif..'termine~ using- COVer types . ,:o;imilaJ' to tho~c in tahle.2-2c), " ::' 68 i9 86 89 49 69 C0 84 39 61 80 98 98 98 98 98 ,98 98 98 8:l 89 92 93 i6 85 89 91 -0 82 8i 89 1- 63 77 85 88 96 96 96 96 85 89 92 94 95 i2 81 88 91 93 ()5 77 85 90 92 :38 61 i5 83 8i :30 5i -0 81 86 1- 25 54 iO 80 85 20 51 68 i9 84 12 46 65 ii 82 ) 77 86 91 94 '.'~i::, 'r;::;;:, IAveruKe runorr t'undiliun, and 111 = U2.<O;, . ,..:~;; 211ll' m'("";I/.W pt'l'el'nt impt')"\'illU:' al.t.a :-;hIlWIl. W;l:-; u~.d tu tlt'\'(.JuJllhe ('Clml)u:-:iw eN':". Olht'r as....;llmpliun:-: are a.... (01111",:-:: impf:'n'inu1\ ;.lI1.',L'" i:;;";: an' ,Iir"t'l'lly l'UIlIll'loll'lllu lht' t1minaJ,:'I' ,..,v:-,ll"JIl, illlpt'I'\'illu~ an'l:l~ ha\'(' a eN u( !!M, alllll'('I"\'iuu:-; al,':I:, art' t"tlO~illel'l'd t'quivaJent lu opf:'n I'~<- :-ipm"t' in ,l!llod hytll'lllllg-;l' l'Ululitiun, eN's fur nth.,,' l'lImhillalioll~ (If l"llndiliuns may he cumpuu'd u:,illJ.:" tiKUI"l' :!~lllr ~o~. ~~p~) a( 'N's shuwll aI'l' l'qllival('nl tll lhll~ tlf jlH....;lUI'l.. (:nlnl'"sitt' CN'l-\ m:IY ht' l"t'mpult'd for olher l.'omhinalion:-: tlf o!Jt'1l ::;pace l'tJ\'er t~'I)('. :.~:).jo ..( 'olllJ>lIsitl' (':-,j':-; for nalural lit"st'lt Iillld:'tapillJ.{ :-;htJulcl bl" l'oml'utecl usillK ti)!U~:' ~.;{ or:!-4 lJa~lllln the impervious al"t'a pen'('nlaJ.t'e (r~ 'T~~'f::.~ =,y~) mul thl' ill'l'villus an':1 ("N. Thl' pf:'J'\'iOll:' al't'a eN's are assumed l!'1ui\':i1t'nt to dt':-it'J't shl1Jh in pnor h.\'dl'uloJ..ric condition. ~~k~:""~'rUlllposite eN':-; tllll:'I' for till' c1l':;:i,l!n o( u'I1lJ)(JI':.Il"Y ml"":-:UI't!S durin~ gTadin){ anri_l''On~ll"\Jclilln :-;huuJd he l'lImpulE:'d u:-:illJ.:" ti,l.."Ulol' ;!.;i ur :!-I, '{;{~~ b:t~,t! nil the t1I'g'l"t't. ur dt'\"l'/upnll"lIt (imp,'I'\,it-'lJ:-i jll"t'<t pl'rct'lIwJ,:'l') and thl' CN':-: (ut. thl.' Ilt......ly J,:'ratlt'" pt'l''\'itluS area...;, 1~:~', ' I:. , Date Received: ),{ 6./JtJl, Planner: AL 4j~ , (21O.VI,TR'55, Second Ed" June 1986) , 2.5 ,"'0 Cl -0> lll..... ::J !ll ~AS :1 CD {) )> ~, r< (l) 0- ~ f- " ... .:~rban laUd-r- ~ 102C-------------- Panther l03C*: Panther---------- Urban land. l04E, l04G-------- Peavine l05A~------------- pengra lOGA- : Pengra----------- Urban land. l07C. IOBC, l08F-- Philomath l09F* : Philomath-------- Urban land. 110*. Pits 1110, IllP-------- Preacher 112G *: Preacher--~------ Bohannon--------- C None-~-~---- 0.5-1.5 Nav -May ) 60 High----- Hoderate. 0.5-1..5 per'cn Nav -May ) 60 High----- Mod,erata. f " ........:.....-' 'it1~ . , . '','''.'>.It,. 0'--1 ,'.~t~?, High. ,0 percheo I Dee-Apr , 40:....60 Soft H igh~----" 1,..; , 0,(.0 Perched I Dec-:Apr 40-60 Soft H c . 'one---.....:-~-- D I None-------- D None------:-- C None-------- > 6.0 , 20-40 Soft 1.5-2.5 Per ched Nav-May ) 60 1.5-2.5 Pecched Nav-May ),60 > 6.0 12-20 'Soft ) 6.0 12-20 , Soft I .I L"v Iblo D None-------- D None-------- D None-------- D None-------- B No'ne--------' ) 6.0 40-60 50ft. High----- High. B None-------- ) 6.0. 40-60 Sof t High----- High. C None-------- ) 6.0 20-40 50ft ILow------ High. See footnote at end of table. '" en 01 Slice VoLUMe Re'sults Originol Surface Mode(: swale bottOM tiOo.( Surfo.ce Model: Constant Elevo.tion:_ Cut COMpaction to.'c-tor: 0.000000 Fill COMoaction Factor: 0.000000 [leva tion Iotervo.l Cut Areo. <ft^2) 480,91 - 481.01 481.D1 - 481,11 481.11 - 481.21 481.21 -,481.31 481.31 - 481.41 481.41 - 481.51 481.51 - 481.61 481.61 - 481.71 481.71 - 481.81 481.81 - 481.91 '/481.91 - 482,01 ; 482.01 -.482,11 , 482,11 - 482,21 0,00 0,00 0,00 0,00 0,00 0.00 0,00 0,00 0.00 0,00 0,00 0,00 0,00 "tl0 -ro W~ :J(j) 15;;;> , .., (D .. (') :P !!2. r-< CD c. ~ r IS'- 482.16 C...t VoLuMe (Cn rill Area CFt^2) Fill VOlUME:' (CV) CUMulotive C...t (Cn 0,00 10,19 0,04 0,00 0.00 39,00 0.14 0,00 0,00 75,00 0,28 0,00 0,00 119,00 0,44 0,00 0,00 195,28 0,72 0,00 0,00 326,96 1.21 0,00 0,00 454,86 1.68 0,00 0.00 584,74 '2:J7 0,00 0,00 722,98 2,68 0,00 0,00 873,97 3,24 0,00 0,00 974.59 3.61 0,00 0,00 1022,24 3.79 0,00 0,00 512,26 1.90 0,00 " CUMulative rill <CY) 0,04 l. o.z, 0.18 'I. ~ 0.46 \....,~.... 0:90 1....!>' 1.62 ...~. '"7Lj 2,83 '"7"'~ \ 4.52 '1:z...00Y 6,69 I iIo<'>.b3 9,36 2. S....,z.. 12,60 ~4C>."'O 16,21 "-l3'.0, 20,00 :r....." 21.89 S'JI,03 r 1 , On Site Stormwater System Sizing Calculations 2yr storm event Date neceived:-44/~"6 Planner: AL . EG~gi~rs1~ologi~~!~!u:~~fnc. PROJECT S)ley < " , .~\" SHEET NO CAlCUtA1EO B'f ~ ' C). OF OAlF 25356 Prairie Road Eugene, Oregon 97402 (541 j 688,8322 Fax (541) 688,8087 CHECKED BY DATE SCALE .._-.,'--~"" .. , , ON- ~nc, r-u>~ L..~...~,...,'.. I Lc.:::n~ "G, \;"2., $/ c..... . '32 "".. 12 . <;> ~ ....l.jA<:, /2.,3 . :'2. '. '9... ,'24',) ,5/=. ~ 0.6'-/ L- a ." .o.bLl 2't\'\." '2 :::<.\ A- 56 ~ D.7.5 <-'50 ,L... 'J '-=... ~ ~ '"\ \~':.5";--" :.. ' ,.j.: .", ... ...c..:.... ":."'L~ ; .,~:, ~ IP. 9 .. .7...'1 "'- e. .""3. .~3'-5+ .'ZY''':> .Sf .... 0.65 I 1.__._________,__._ . r-., ~' 7'Z.~r:.-' C. c.64'- Z 2.1. A 51 0, 7~ LF~ I , r--'- . " ._--_.._.-'.--I-~--..-.......,..~.__. ,...~-._~;.~- ! , r.--.l----c-. u ~. . ..' ,-'''-- -.. ......~..-----._.- . .'" ,,' I~'~i=::=~~.,~~-~~:=:~:_:~.::~,:L,::=~:,~:: :::,:::-- ""'-'--"T'--::'__~:~"' ,':~.-"'---:"",:::'_." ::.j";'~:~::~:::~.. , -l- . _ : ,: ... -........., " ~, . i.---:~--~.-__~._h_~_,,-..'i ,'" --. ...---~ I , , , . I 1_ _.~,..~;__.,._ _~!"_"'l'" ~A' ._,_.~. _. ~;. 1 ',' L;-::'l'.1... _;.~,,:.. .j.,..-~. -..~---'~ '~ .!, ' . _ i .: "I_,~ j , j .~. ...-._._.,.u_..':'.~..,..... ._../.- . ..._."-'.....u,....,\,. !=:~=:~:;i~L:~:;, ,,+,:;::...:':~:':"'" .." ",' : ,... ..'i~~~:~~~~ed,:i7/~P6 .:"'_.L-_.___.._._.~_,_.:..L,.~,-.._.._,..,_ ._..__._:....-.:.__.___~__,_-.J..___...~..__. ._..._...'J.. .........._,:__ u_..__.,_.._..______._.J.. .. .,_...._ _._ 0..' _..~ " \ " , Culvert Calculations Lots 1,2 & I b Equations from ODor Hydraulics Manual Q. :T .5....-~ 0'" b" Inlet Controlled Dt;~..,. ~"''''-''''I>-..c \.Iv..> co I. b7' Submerged HWI 0 = c(C/AD ",5) "2 + Y -0.5 S y= D= A= 0= c= Slope ::: ~ __~n 0.19625 ft^2 :_Z~cts -~E~ftIft HW ::: Headwater depth above inlet control section invert, ft o ::: Interior height of culvert barrel, ft Q ::: Discharge, cfs A::: Full crass sectional area of culvert barrel, ft^2 K. M, C, Y::: Constants from Table 4.3 S ::: Culvert barrel slope, ftIft Q/AD^.5= HWID = 5.40 1.61 n HW ~l!~n HW/D Goal::: 3 ft Unsubmerged Hwi D = K (0 IAD',5)' M HW::: Headwater depth above inlet control section invert. It 0::: Interior height ofcu]vert barrel. ft Q ::: Discharge. efs A::: Full cross sectional area of culvert barrel. ft^2 K, M, C, Y ::: Constants from Table 4.3 S ::: Culvert barrel slope, ftlft ~,Q:Q:q'O@Q:{~1 M= ,~ QIAD^.5::: 5.40 HW/D= 0.131445 ft '-._ -.,,,,-1,-"1" Eq ok??= Submerged '..~- K= -,,,,", Outlet Controlled 'rll = (1 + Ke +:~9n"2.ll Rh "1':33) * (V"2/2g) Hl = Headloss through Culvert Ke :: entrance loss Coefficiant, table 4.4 n = mannings roughness coefficient L = length of the culvert, ft Rh = hydraulic radius of the full culvert barrel = AlP,ft V = velocity of flowing full in the barrel, ftIsec 9 = the acceleration of gravity, 32.2 ftIsec^2 Ke = n= L = .. n D = 0,5 Rh= 0.125ft a = 0.75 cfs A = 0.19625 ft"2 V'" 3.82 ftlsec V"2/2g= .0.23 Hl = 1.60 HWo + Vu 129 = TW +'"vd"2/2g + HL Vu = ~;M"t3!fl ftlsec VU"212g = 0.029909 ft r:!== lJIWj~sec Vd"2/2g= 0.029909 ft HWo = hea~ater depth above the outlet invert,ft Vu = approach velocity, ft!sec TW = tailwaler depth above the outlet invert, ft Vd = downstream velocity, ft!sec HL = sum of alllossed, ft HWo= HW= .~, , (1',67 ft ') " Date, Received: Planner: AL J./d ;)gIJt, I / b Lots 1,2 & , Grassy Swa' , "yr Cross Section for Trapezoidal...:hannel Project Description Worksheet Flow Element Method Solve For Trapezoidal Chanm Trapezoidal Chaonl Manning's Formula Channel Depth Section Data ManningsCoeffic 0.030 Slope 010000 ftIft Depth 0,19 ft Left Side Slope 0,25 V: H Ri9ht Side Slope 0,25 V: H Bottom Width 2,00 ft Discharge 0.75 cfs '""':.' ---- 2,00 '; _______ ~ft I V:1~ H:1 NTS Date Received: z/~/;;oat Planner: AL untitled.fm2 08/08/03 09:26:38 AM co Haestad Methods, Inc. EGR & Associates Inc 37. Brookside Road Waterbury, CT 06708 USA Project Engineer: Shane Hughes FlowMaster v8.0 [614b] (203) 755-1666 Page 1 of 1 Project Description Worksheet Flow Element Method Sol\le For Trapezoidal Channl TrapezoidarChanrif Manning's Formula Discharge Section Data Mannings Coeffic 0.030 Slope 010000 flIft Depth 0,50 ft Left Side Slope 0,25 V: H . Right Side Slope 0,25 V: H Bottom Width 2.00 ft .~': :'}Discharge 4.70 cfs :;,a'1'!'Il1i.<-.;.r;.n:.._. ~_~ ? "",-, -, . . <,:'~'i~::t, - , .) ~~~~';~~ :_" ':jt'i. . ,- '.:( :f\',;', . . ~~'l~\,.A~!(~?!:. ,Ie '.:~ .~, ':'~I:f;'~'~!.;;' , :"'~,'~~1;j:~" .(-,' ,"\~:li<,' '.. u,ntitled.fm2.fi,-;'~;~- .. ,~. 1 "l"';": 08/07/03 . 03:~<~:20 PM ','~ ~:~.~~~. .. .,,~.. ..- . -.... ----~_..__._-_.__.. . ~. . ~ .. ~ ',l~ __. ..,,1- <. .....'. tel Haesta,d Methods, Inc. G . Lots 1,2 & i Grassy Sw;:;: ' Cross Section for Trapezoidal thannel' /1-\..,.. c..""',~ ::,00 ft ----------- I , I ,- 0,50 ft --.L V1~ H:1 NTS Date Received:-.1:AIJvOh Planner: AL /', EGR & Associates Inc 37 Brookside Road Waterb~ry. 'CT 06708 USA (203) 755-1666 Project Engineer: Shane Hughes FlowMaster v6.0 [614bJ Page 1 of 1 Culvert Calculations Lots 3&4 . 5 Equations from ODOT Hydraulics Manual Inlet Controlled Submerged HW I 0 ::: C (O/AD ^.5) "2 ... Y - 0;5 S y= 0= A= Q= c= Slope ::: IRa . =_ ft 0.348191 ft^2 cts ftlft' a/AD^.S ::: HWID = HW ill1'~~]ft HWID Goal::: 2.252252 ft 2.74 0.93 ft Unsubmerged Hwl 0= K (01 AD^.5) ^M K= M= Q/AD^.5 ::: HW/D= Eq ok?? ::: Fll'lO'OO{sj lIl.~_~1 2.74 0.033907 ft ok:~ .&L,.k~;:;<' Outlet Controlled "rll::: (1 + Ke ~ 29n^211 Rh "1;33)" (V^2/2g) ,. , Ke= n= l = ft 0= 'C.6BB Rh::: 0.1665 ft Q::: O.78"cfs A::: 0.348191 tr2 V ::: 2.24 ftIsec V^2 J 29 ::: 0.08 Hl = 0,95 HWo + Vu /29::: TW + Vd"2/2g + HL g!l!0lll91 ftlsec 0,015172 ft ~ft, Vd= ~ftIsec Vd^2/2g= 0,015172 ft Vu ::: Vu^212g ::: TW= HWo= HW= 1.04 ft 0.69 ft "\ HW ::: Headwater depth above inlel conlrol section invert, ft 0::: Interior height of culvert barrel, ft Q ::: Discharge, cfs A::: Full cross sectional area of culvert barrel, ft"2 K, M. c, Y ::: Constants from Table 4.3 S ::: Culvert barrel slope, run HW = Headwater depth above inlet control section invert. ft o = Interior height of culvert barrel, ft Q = bfscharge, ds A = Full cross sectional area of culvert barrel, ft^2 K, M, C, Y = Constants from Table 4.3 S = Culvert barrel slope, ftJft HL = Headloss through Culvert Ke = entrance loss Coefficiant, table 4.4 n = mannings roughness coefficient L = length of the culvert, n Rh = hydraulic radius 0' the full culvert barrel = AlP, ft V = velocity of flowing fuU in the barrer, ftlsec g = the acceleration of gravity, 32.2 ftlsec^2 HWo = headwater depth above the outlet invert,ft Vu = approach velocity, ftlsec TW = tailwater depth above the oullet invert. ft Vd = downstream velocity, ftlsec HL = sum of alllossed, ft Date Received: Planner: AL 2/-;/;006 I / ,,5 Lots 3 & 4 Grassy Swale Cross Section for Trapezoidal Channel Projec:t Description Worksheet Flow Element Method Solve For Trapezoidal Chanm, . Trapezoidal Chan",' Manning's Formula Channel Depth Section Data Mannings Coeffic 0.030 Slope 010000 ftlft Depth 0.09 ft Left Side Slope 0.25 V: H RighlSide Slope 0,25 V: H Bottom Width 8.00 ft Discharge 0.78 cfs ",,""_..,.' ,,!,: ~~l';J~t\J " ." ,.....:.... .u..$ ft :,00 It ~:If:~. . ../i:; .;- :-''<'~. i V1G H:1 NTS ~' .'. ')-'~;iti" . .":) ~ I ,j;J.~ : t'~.~f~,l; 't'...,;..." ..' ~:'1i~~~t J ~'i1;;-'~"'f.F;;tl' :~: ':~~~;~:'" ~4'~ c,.i~ I, \'..:.(" t .h~;>. .' . . 'l~J;?" ' . . . '-!'. ': ,!~~~~.~::1~ . untitled;frri2'~'f.' , -'. lo"""'~' " :,08/0,8/~,~!lq?:~7.:46 AM " l . . '.V,jW-~,f' ';j~~?~, .\""'_,.....:...ij Date Received:4/..2do6 Planner: AL 7 <C> Haestad Methods, Inc. EGR & Associates Inc 37 Brookside Road Waterbury, CT 06708 USA Project Engineer: Shane Hughes FlowMaster v6.0 [614bJ (203) 755,1666 Page 1 of 1 '~ ? , Lots 3 & 4 Grassy Swala..., .,~.\'ii:. Cross Section for Trapezoidal Clfannel 1-\"" C,Af\o.L ,,.,... Project Description Worksheet Flow Element Method Solve For Trapezoidal Channl Trapezoidal Chanm Manning's Formula Discharge Section Data Mannings Coeffic 0.030 Slope 010000 ftIft Depth 0,50 ft Left Side Slope 0,25 V: H Right Side Slope 0.25 V: H Bottom Width 8.00 ft Discharge 13.72 cfs ----- I I, _____. ~ ft 3,00 f( V:1~ H:1 NTS Date, rl.eCeived:J.p/~h Planner: AL 7 untith~d.fm2 08/07/03 03:34:31 PM ~ Haestad'Methods, In"c. EGR & Associates Inc 37 Brookside Road Waterbury, CT 06708 USA Project Engineer: Shane Hughes FlowMaster v6.0 {614bJ (203) 755-1666 Page 1 of 1 On Site Stormwater Quality Calculations , per City of Portland Design Manual Simplified Approach 'O'''l:~I_ ,. ...- ., -- Date keceived:.2f/7<'Ob Planner:' AL / .)" L-C)"~ '\',"Z., ~ b 1lf.~~:i'l"~~E'o'i7m;S!M;J~",',jJi?Jifie~0~R~Qacl1~fo'~Stoi"ffii\.l,',.,~er;iManag~-"eii ;,', . , rE~~.~'I~~~~~?~~t"'7';"k..V-""'"'~~~<'';'~A'",~'''''''iV.~~~~~~'''<t''''',J;~;i.r""""",..,.~~, , " ~ The city has produced this form t6'all'sist with a quick and simple approach to manage stormwater quality, flow rate, and volume on projects. Facilities sized with this form are presumed to comply with stormwater quality and flow control requirements. C,,= IBox 1 Column 2 New or Redeveloped Impervious Site Area ,~j::_, "ll~g , '''''' '" "",,,,,,,,, n, ,II ,!1V.'t. II \ ":"";:' ,;~)flhfiltr'atibh, Pla~~~r;~8~~~o:";?'i:;~,.\""h . 4. Multiply each impervious areafrilril ". ","";,:",c<iU:;'c'Ti';.',{>",, Column 1 by the corresponding sizing' ;5j;Flbw.;Throu'gh:PI~rit~r:B6~"!":\':' ;:~~~:~ ~:~~~;: ;r;,~Sei:t~~~~:;i1i,ty :.~!:~j;t ",'.~~;;:;:ft~~\~i:;1i'.l~ift~::.' ',. ,'.' ,,'., surface area needed to manage " ;\5),yegetated Swal~",,;,: ';';'" ," "'i''',;''.,' runoff from the impervious area. )~;';' :;;':'~~~;;':".:i . ,-"~ '., '~,~~~::~:?!-,:.:~fi~:~;4i t5;:'::~' ~<,;>; :':;, :'7,) Grassy Swale , 'iCe:' ,'i':'(:'..:V=-5 \0 '?r;~:)~rC' ':t;'~:'.~:~j~ii~':M;\ii,~j'~':;:f: ':\~&,: ' ,8)"vegetatedi f;i1ter,:Sbip~ ,;i, ":"".',,,,,',,,,,,.', ,\);", ii~~~;~ii;'~~ri. . 10)'Sand'Fllter' ',< ", ""i'" . <i"'''>''""" " , ";"',' , .','..:.~~[~:';!I!:!i;~',;j;~::J,;;, \.11) 'East Side;So~Rt3a~itr~hch;::' ';,;:,1: K~~~",:,it~~~@f. INSTRUCTIONS 1. Enter square footage of new or redeveloped impervious site area in Box 1 at the top of this fomi. 2, Select impervious area reduction techniques from rows 1,3 to reduce the site's resulting stormwater management requirement. Tree credit can be calculated using the tree credit IMJrksheet on the next page. 3. Select desired stormwater management facilities from rows 4-12. I n Column 1, enter the square footage of impervious area that each facility will manage. 5. Total Column 1 (Rows 1-12) and enter the resulting "Impervious Area Managed" in Box 2. 6, Subtract Box 2 from Box 1 and enter the result in Box 3, If this ,,' number is less than 500 square,feet, stormwater quality and quantity requirements have been met. Submit this form with the application for, permit. 7'ilf Box 3 is greater than 500 square , feet; add square footage or facilities to Column 1 and recalculate, or use additional facilities from Chapter 3:0 of the Stormwater Management '.' Manual to manage stormwater from the~,remaining surfaces, 'j,; ',.. ,;J,.;. ~." . ._,1 tonnwater Management Manual Column 3 ,. ;":. , , . 2) Contained PlanterBo\ . D sf 13) Tree Credit (See Next Page) 2:'OD sf ,Note: PorousPavemeniareas do not need to be included in Box 1 ~f x :J~: = '\,3.5 I ; 'L sf . J.'\~ ~~~r::\:)""",~'," 0,1 d' ,sf x '. 0.2 '-'0-,. =d ,,":i:~ ',I ;<:sf ',! . d, ~. : ;~:c"'cf;;5f': " ~ ,: ~~~} -';~~~;i~j~:_ ,,""', ~:.~ ,:'~. '!, I,~": sf,' .... T;"r';i.', ',. ,;,,--,':"; I' ',::Jt' ! ;,.;'." . ~sf: 'x' ,_.,-' . ..'n:(f. .;........., "sf, X ~,' }"::' =J 0,09 _n''-'' -.},. -ii._' 0,06 ='.,/, " '-'::- 'sf x 0,06 . ,~ : ':I sf, x 0,08 .. "":jf =.1 ="1 'I, . ,;. . ':J- , ,Total Impervious Area , Managed ISox2 .\ '-\3 \D ~. ,:'-.,;;;~<:- Box 1 - Box 2 Ccc> IBox3 Date neceived:4/)a7b Planner: AL I , Page 2,14 L= :, I ,'Z.. ~ I!? 1"1"""" 1I'~~'''''''''<!\k~",,'Y~~''~'''r=''w ',"= "S,IM' '(r'>'~-""'''')'lll.T.''''.''~'''mJ:l.t~' '''~~l1'~a;;.''-t-I'~'''~'~mi> ...~' ',;," ,',' 'I. "g,S' 'i!tl'Z'lP;:>i"'''02~'f'''''''''';:lfiOrm~ lr;;ag~~ ~wree,.",l'}eul "l\sUee" 'w,,,,... ' " , ".",'0 ;,,~""'.. ,~'4!:' 'n:,.,,;',_ ,"'" - ". n', .,', ~ J..,' 1> '" '0;",' ~ _' .'. _c ,. ":t_,.- .~ ~1'fi-_>~t.h' . ,mmlht~l _ f~~l.1:w:W~;:,Tj~'f'~~(~"\h-t?7{;~~., ~{!W;,,;,,(~~._~ i'" ,.. Jt~'~.~F ~"1".r~".).j" . . ',_... _ .0 See Pages 2-66 through 2-68 for. ?;"j-e Information on tree credits. ' > .New E~~~green' l'r~es.~ '" ," ,,' · , . " To 'receive,storniWater management, Gredi!. new evergreen trees must be' planted within 30:f:et of impervious surface. Minimum tree height to receive credit is6.feet. j ,; .'. :' " , " . ~ -----. '" .. Enter numb~r;f new evergreen tr~s that meelqualification requirements in Box'A - - ,;" ~... -' . '.: . ,_. ;,.';. -, ' . '- . " ,',' Multiply Box A'by 200 and enter result in Box B ,New Deciduous Trees . , I. ' I Box A Isoxs ;-0 rea;ive'sto.mwater management credit, new deciduous trees must' be piantei<fwithin 30 feet of impervious surface, ..':: .... "-. ir.. :~_:4'l,"' . -, , : ~"'.,,' .'..: . . ",-,"i' }tt"\" '. " , .' "., . '~ ';:.... '" ." Minimumtrtiecaliper'to'reteivecredii'lsiinches, '.. ~ ' , ' c",:,: '... ' :"';; ',~,' .',:i.~;;".', :;'(:):(?'<': '"';,:,iK;,,,,~,: ' .',\", :Ji;~l '~',:~',::, Enter nul)ibe'r. of: new '~lJCiaiious trees th~t:meefqualificatior\requirements in Box C .,;.:, r,~,/' "i;~'~_;-~i;f';:{~~ ';~f .,"" ,:~ -,;-! '" -"' '~,);~c':" I-<~, I- . ~,' , ., " " 'EXistingmree'Canopy/i\'~f~);:)~~~;~... ,,':}"~'" :, ,: . tl"';'i:fh"~ -1.=-,;:, ,--J-l'~~'"''''''''l,'J t_.~: ~~f';'~'::i _..., I ",:"; ~ ",~:...;-, '.~,,"~."~ 0':,,; , ~l: ,;': 1',:,f -' ;...,:;, 1 if.' J-. ...~ ,c; ,,'"I". 'T:' ,,__ _ . ;r.or~j~'stoirr1water)Tia~em~nt :credit.'existif)g;tree can()py must b!l,preserved,during and after construction, " , 'il~h~,,,,,,~,~,.,_:;::,..,<;'t~I':;;~'1I!{;J1H'1,.,1:r; ,t~':;i;,:-;';;,,,;:::.::j};l'~';:<! -: ~ ;j,)j~';;il",~f'if':': '1' :~.-~:-:k'":'"~'J--f";'~ '_~PF'" ":'-''''',-'l{.~;.' ,"\;':- 'n"'l )"~,;;/.},:.:,'" '<' "'!:;! 1 ' ,. , ~,S,~~~\~1,i:?n~8y;m~~t,~~9in: ~9~e,jl,\p~!m,~6ti2us:~jJ,rf<l.~;;Miniw,~f!]!!ree;'(;aliper to~receive credit is 4.inches, ,L:;;.: "l,~:;-,jI::tii't',:: '{;j"~[~:':;':,"'~t,:udiir'~:': "::.(:i,~:h t!i,,,:::!~,~:':."-:c:t: . , .'~';Cj~'#-1:':;q~<: "if1i ',,~~" ~~iJ~;i'~\',n~ 1 \\>:,1 O+'~f'.;:L;tl1 ~ili:;:V~"c":~~"~,~;f:<1 ;::!>~1'; .;, ;.~ . N1?;C[~lf#II:be'i'giVen to;eXiS)!~gtr~;saD,bpy I~ted Within ei1Virp~n:entallior\eS: ": i'~~~~; ,"If-:-~:~,~Fj~~{ " .;~t, ' ,ti,,:~~, /it, ~,; '; , _. ,;., t' 'h": .-. ~_ "> ,i' ~11-J;)',dr~,ti1'\"",'IjIVi"''.; 'l'.'~"-':!~',l,l'~l; ~ l'~~eqi;'" ,$ ,~.'-~" ,.' '~~"_ 1"'-"1'4,; ~"j ~i;i~ila~~L'~~~ge'of.eXlS~~~ ~~:ci;ry6~y:{h~i'"~~ts g~~Jifit~~ttor~~Ui~e~is in Box E~' " I I~j ~'te~~~":1~~~ .~. ., '~ . Total < iTiie'''e' Credit" y, "::i ':", ,;,~, ~:'I....," ',; :,: ", ,i"';,',;,',:.:.;"l~,,:,,;' i;.';.il.:,~,',c;':",.":".,, t\.. p'er", , ..., ~l ~_-l-.::,~~,:',i.':.,~,-el':re"" _,'-r- ,~., ,,":' . , _ . '~li!,j,,,-i'ii''''j.,' 'i:<,~ I iH,;!II-,'J,;-<",;!'"n' "', ,,,Jj-,],,_-"~. '. . J,",::,.,'.'~' + ~-fi'.!. ' A.dcl'txlxes'B;,Diand f"'and enterttie I-esult'in Box G, ~ ,'" '~).':,i. ,; ':0' tl~''';' ;,~ FOr:sites"\vi 'more'thar\:S;OOOsquare-feet of new or re va o ImperVious area: ::~~;:'f;:.f~~:mr:_:"t~-~!,~-1l;]"i;"'~. ,~,:~:,),:::,:~,;;:.}:t{l -':', ~;'::ill~~:::~~\-;, ". ") '~1'1. ;" ~;:,,(,:. :~:~;', . ~.~+i,~;::i;>;i::!,~';,~;:~: r:- " ~,:;: ,:,':, .- 'Multiply!Box 1 oon SIM by 0:25 and enter the result In'Box H"...:'"" M,:~"j,:,'" ';, .I'., '" ~~~i' . ""',$, ,",:>~,:{:'::;:"'E::,,:,,~::;;t~;~~~, :\::~i::;;,!'/:" ,; :'\5:;~:~,~:)';;i':~:'::~, ~'IEriter thf?jlesser,ofBox,G and,H m,60x:L:,~;,'i;-:/;,. >', ,,''."_ ",."'... . ,:,';_ + . " '-:,~'f';-~}"~:j':;,~t1~t~,;t;[_i~\'!t!:i;W:i~;:,~_~::i:"";';':'-'~Fi:'Yi;:~'-~"'I'~~,~;.; \~t\~::::}f:.'":~M~}:', "",\;"7, :):".,:~ ',/~,. :;'1 ..;-:r.~';'- Ir"';~ ;:,F;:-IY~/" ~'i;:' ,'" ," ~.i~:,i~,~tti~am6~ryi:tci be entered as}r~~'sredii",on,Fomi SIM, . :"'Stop l1eW~:, ", :."' ~ '>,:::;;;,1:""'" ." , ,'i<:;;'',':;:." ' Da't'''' "'ece'I'''''d' z z.!:;.otJ(, ':,:.,./"," -i_".. ;;',' 'i;<JI""\. """"'_ . ' Planner: AL . ,~\ :. ~,:i":-:~~"i:~~. ,~l,: :"'~'; :";:j:,),~:;- 'Jt:,/,,: ,~;, ,:,."" , ,,';;':: ",~ - " '. Miiltiply'BoxiC liy,:,1 00 'ana:enter, result in:Box E), 'r'~:;:;'.~;i ":~~:n;-: ..-" ,.:)!;t,!~'_ :' -::\~i:~:~~:~"";~,\~i;'!~!i;~~l~'~j~~{.,>, - .:. oJ," .. tormwater Management Manual s:=, , ,/Boxe ~1,BoxD 1;i;;~E " .., ,', \SoxF , " f_' .,.... "1 l&x'G .4,_;, :2Q:> '. . ,~l ' . .~, ,"' -.t,' , '':I \ 2:>2:>IBoXH d , I 'bDD !Boxl Page 2,15 l-.~ I> . "" l~- _. .,,_""L__~''''__ 1!,~~M:~irn.RlifieCl{~~toacWtc)r~StCr"""'-te-Maifa1iemerit ' ~ . ~ v.:'~~~~~'__'''''~''1l>>~~)'H;'''I'''''J''''''''''.I''ol'''l. The diy iias prodUced thiS torm te ,.., ,"St Mth a qUick and simple approach lo;;;~~ii1-maiei quaiitY, floW rale, iina VoIUriie on projects. Facilities sjzed Mth this form are presumed to comply Mth stormwater quality and flow control requirements. . . \-;3 06-& New or Redeveloped Impervious Site Area !:'10 . -;:.!. """'>",,,,: ;4):lnfiltration Planter Box __. :{C' . ",' , , '^ &~~~r :::ei:~~~~d~~Sr::! :'5;;~'~~n,roU9h' Planter Bo~ factor in Column 2, andenterth'1,' , "';,:,:.:i,;~,<::,,,,' result in Column 3. This is the facility , ,,,',, syrface area needed to manage,' ~.l'Y~e~ted:Swah~;", runoff from the impervious area;).. .'~~~;W:l"'::<~:'", ":' " o_-:~ 7) Grassy. Swale :'<, , ',:I::(:,;,:';"'- .' .':' 8).'{egetaled'FilterStrip,' ; , '., ;'jI~f.i.~t':~'.:'.'.":',"i .."',,.,' Ii 9)':Vegetate<f1ntili Basin, ",',i;:.) ." ;~~E~~:~a;~~~~r~t, . ~(~~~~~,~I;:;fiiiij5'~:~'... ':'~:;ii~"~;::" I St~ter quality and quantity\; . ,''.;,'''''i<:':', requirements have been met. S~bniitu "i:", " ." ",0, , . ' this fOrm ~h the application for' : 1Jl,East Si~eSoakage Trench permit. , ," " ".' . :'. '. '.12)West Side Soakage i;ench I, ",;,;'.>. ",': . ,- , ',i.1 _ . ~., ..:::' '::;' 7:'lf'Box 3 is greaterlhan 500 square ."':"j,:"," "',' ':'.:"" i'.,<, ,'" feet; add square footage or facilities to'~CoIumn 1 and recalculate, oruse' . ' additional facilities from Chapter 3.0 , of theStorrnwater Management'" ":..( I '. Manual to manage stormwater from :: ti,;Je remaining surfaces, ' ' ;' ',:,' !i ,,J; :;'I,;~4..' " , ': , Box 1 - Box 2 !.;.~\t:'~'... ' '~-", - ". ",' INSTRUCTIONS 1. Enter square footage of new or redevelOped imperVious site area in Box 1 at the top of this form. 2. Select impervious area reduction " techniques from row.; 1,3 to reduce i;; lhEl'site's resulting stormwaler management requirement. Tree credit can be calculated using the tree credit IMJrksheet on the next page. 3. Select desired stormwater management facilities from ~ 4-12. In Column 1, enter the square footage of impervious area that each facility v.ill manage. . no' :...;!t ~!1!..Li~.. ~ _i"'C;,.,..., \,. ~. " "'. ;. .",," :; 5. Total Column 1 (Rows 1-12),and ent~'the resulting "Impervious'Nea . ,. ." Managed" in Box 2.- , .,. .. .'., . ::'1;:':;"/:-: "0' " ;"'.< ..~, 'toITJ.1"\vaterManagement Manual 1 _~r;-::~: w~:<;.:.~: ~ ~:~:: ;~'~t:i.:~ Column 1 ::".' IBox 1 Column 2 Column 3 D 2) Contained Planter Box t". .~ ", b sf 31 Tree Credit (See Next Page) ~ sf '7'02- Note: Porous Pavement areas do not need to be included in Box 1 " ' ... sf x 0,06 = sf sf x 0,06 = sf .."/'.' sf x 0.09 = sf 1\;.566 ~...s 1\ ~<J sf 0.1 I;',:"l,~ , sf x = ( , M\^-J'.\.hta:o~, sf x 0,2 = sf sf 0.09 , "'1 sf x = i: -. , " ".' ~ " .,r', I' , sf sf x 0,06 = , sf x 0,06 = r sf sf x 0.08 = ( sf :'j ;';".'." '"f. , ' ,,:Totallmpervious Area , '. .'. ~. Managed 1.\2-5&'0 IBox2 I ~ !Box3 Date Received:_z,,/z./.h>ot Planner: AL ! I' Page,2,!4 I-'-='T~ .t)"''1 '1";.1 . ~_I3''':''"'~SI · .a-m:',,2' 'ee:Gredi~i\" ontShee ~!. , .., , ' [.1..1.1 ....,....1 ... ~,-,..rl".~,It.: See Pages 2-66 through 2-68 i re iniormaiion on tree crediis. New Evergreen Trees To receive stormwater'management crildit. new eVefgreen trees must be plailled within 30 feet of impervious surface, , I Minimum tree height to receive credit is 6 feet. . - Enter number of new evergreen trees that meet qualification requirements in Box A I Box A Multiply Box A by 200 and enter result in Box B lBoxB New Deciduous Trees To receive'stormwater,. G' '0,,0" ,ent cffidit, new deciduous trees must be planted within 30 feet of impervious surface. Minimum tree c3Ji~ to receive credit is2 inches. Enter number of new d8cid~ous trees that meet qualification requirements in Box C I $' blBoxC , 60D I ;;-eo I Box 0 :j Multiply Box C by 100 and'enter result in Box D ..,.~--~_. ~":~~"'?~ ~ ,. . :,_;.......:...~~~~;:...:"--L_--"-_ "- '-"'''i''"~,::;:;,,, -'! . ,1, .i;.'~i~~ing;T~~~;ig~~8P~':'::??>,}(" ',' ..,. ,',' , " T9 reeeivestorinw<3ier m:ii~emffiitC#.difeXisting,treec:anopY'must be preserved during and after construction. .,". '. ' .. .:.,.,:::' ~ I,".. ',"" _..:"e .. .' , .. < ., ,', '''''''_ -~. ,1 " "'.."'" ',. ,'.'..' ,-, ., , . . "._:' . EXistingiree canopymusfee'iNilhin20feetofiinPervibUS surfaCes. ',Minimum tree caliper to receive credit is 4 inches. 'A: .-",...,--,'/~>,.;. l>~t:::':;~'~~:\~:i>-,,::"r:;~;i,'t-" . (l~':~:':-<;:~:i::f,:'-:,~:,l):;,r:"",1..z~:,:,~. 'i,":::;:'~:'~"'~:T ~ ~"..",..". . ''''" _. ' . ," ...c: No credifwillbegiVertto:exiStingtree,c.mop)(lbcaled:withinenvirbnmental.zones. ." .' 10" p\.u!!' :: ~,L..\ 10.... ", l~. ,",,:"\:i{"\';'l'i,);;,tj;t,};~]: '<;:.r}':i,:~;i:h\t::~~\::;;,";"~">'i:,":;;",/, ",';~; , ',';' MJ.,oUf:' L1 SD . 8;rte;;~RUa,~f~~.!ltexiStjng tn;.e;c:anRP~~IP!lt '!1ee~g~a1ifi,c,ationrequiremerlt~;in Box E, " '7 6Lj' I Box E ; ~~~\:~:i:f::;';fS::;;;:,:;\;'!{~'!" "" ";',, .}ik;;:ji~~;ii:{!,~({;";,,'::':i:;~" ", ,f,:.;;; f ',,; , , MUltjply:BcixE,by,O,5andenterthe,rns~l,tih'Box F :~I{~j~/,~f';~~;~~1;J.~f:~~i.:!{i:;~;~~Jt~;~;~t '. "~~~."~,;,~~':r~t-:,~;:"~tt,,, ';":";-":i';'" ",'" I :,2>z.. lBoxF ~o""I' r"'ee Credit'..,. > ", <7.}7T,';~~_~~;",',~',~,,;,~,;'~:,'~.,~,:~';.),':.r, :". '~;"~''h'li~:',::",;;:.,,:,~,:,':,;::' ":"'. ,,~: . ." '" " Add.bQxes'S;O.aiidF andenterthe'restilt inBox,G,': " , 'i;;-;,;;::<;"3;~I'!D:;it!,}~;7,'~\ ,;/;~:'i;'~;::,"':~t' , ",: ';""i', , For sites with leliSthal15,OOO square:.reet of new or redeveloped'impervious area: .,n',." /.',:,"";::'" :c:"_"t)..,;"'"./*,,,. ,,. ;'~ ....F7.,~..', '<;.P.~'-' .: ....... r-7.," .'; :~~jn~Gjs to:beenteredas.:TreeCredit'6nF~Slrvt., ,.. Stop,Here.... ,:~(::~!~,;)"i;.::c;~c;:ii@,~;;)~0,:1::~i;f';,;:, '::",;f,}N:::,.;~:;;:t"~,,'~{5:~1,~~ljt;:,::,,: ..: ;;:: ," , 'For'sitil'ii,With mOnithan5;OOO square:.r8et ofneworfedeveloplKtlmPervious area: _':.-::L,,,::jW,' .'-':,:;',' 't:>','!" ,- ,-,:",: ~,~""",-,,,' ,~'r\ '.-; .~. ""'.;'i~:: .. ,';1,";:, ;:1 ';+~"". ': ,".". ....' .-. 'MUitipiyBbx1\ciFoonSIM by O.25arid'entertheresultiriBox H " r';:~[::~i~;,;,,~,,;:,?~1;.i);j'I:,:;.::" ,)",~,~,~,:! ~'~"::' ,":" .. ", .. .f!;~jErrt~ii\elesser:ofsOXGanciHin'Boi(,l:n';"'\:::'':: ,,', 'lX:>D I Box I' '('~'~fsi~~tI)~amou~fto ~ e~:~ aS7'~:q.ri~; on F?~ SIM, ~Slop Here- ~ ~ ':' :;",,\),;1'" ,", " DateReceilled:J,{~L,_.- , . Planner: AL j--=r' ".; , ,.j, 'I ~ IBoxG '72>~ I~ \ 2>2> IBox H' : toimwater Management Manual ,'-.,. ", -.t,., Page 2,15 , , , ," ~.\ ~if '" , , ',~:' i r. " L~" SimvIified Avvroach Design Criteria: Grassv Swale :" Jr ~ ""'J ' l' ~ Gener~,I.Description: Grassy swales are long narrow facilities integrated into site landscaping, Swales are planted with a dense grass mix. Flow through the grass slows the water and facilitates sedimentation and infiltration. '.' . ", 'Generai Specifications: Sites with more than 15,000 square. feet of impervious development footprin:i' area cannot use Form SIM simplified sizing for grassy swales, For these larger "proj~cts/the design criteria presented in Chapter 3,0: Alternative Methods for Stormwater ,,;; Ma~~gement shall be used, and additional facilities may be required to meet flow,control ,} requiiements. Acceptable for all soil types, All swales will require additional means for , . ':i;":t~+"disposaJ: Maximum swale slope' is,5%, while minimum slope is I %, Swales using these design ,;~: ,.-:;,:crit~ri~j~ill not need to include a bypass oflarger storms. Required setback from property lines ",,' ",' fi " ,"";1{'>: '!~r~ls"5 .ee~.:', . _~~~~::< . I~: 1'( '-'.~,"i: ~~l .: c;J~ che~~i~t of minimal information to be shown on the permit drawings: ..'-A!r '.; ;,~; . ". -I,'.11", ' ;':;i!' "j (Addii;pnal information may be required on the drawings dunng permit review, dependmg on , [i:, individual site conditions,) " . . ~ . .}}. :\ :,L",.""..~,:n~);~stli~ dimensio!l~,,~pd ~etback,s from property lines and structures ;'1' ".1?;;2)'!;Ptofile view offacilitY, includi,ng typical cross,sections with dimensions . ',J'~, ,f_.V' .",' "".'!.~;';'-:';'" - >,' " 3((, './', 3)\ q~b~,Wg medium'specification ,J~ ' "4), ImR~ilrieablefabric specification (if applicable) ':'l~ti, ','.5) Fili~i:f.abric specification , ::. :~,l: , . ,: 6) Alntl\rmwater piping associated with the facility, including pipe materials, sizes, slopes, and .;j,(4:: ,',' 'inv,~,~r~levationsat every bend or connection ' ::,;'~:,~; , 7) Lai:id~~,aping plan (See Chapter 5.0) .j~:i~?f .". ': "i~t~':._. _ . - . <f:)'>'~" Landscap!ng require'ments: See Chapter 5.0. ~~tf;?~t, . . :":;/j~i:t. . f::!2;~1t ' '*':'~ink to facility-specific planting requirements "'l""~tI<,), - '..--J . -, , . +jllflq~' "0", '(~':;' '" _ ~\~;fl!i;;(r!'~' l.; ,-;., ~~'~~;;~i... " _ - f.p:l~., Inspectjo,Dtrequirements and schedule: -h,.-'Jl,~'\" '_ ,;t,,;."dJ:<:,o " -, . , .. , ~~'~' '~". . _ ~.t ~ '1.;,0', , : ;A~~l~:'; Theif(jfi~~;hg table shall be used to determine which stormwatei facility components require '!'ii;:~\; ,~CitY,i~sp~~dion, and when the inspection shall be requested: . ':.,~jG;/~' . ""':~l~,~~~/}'}';~~~'.f~~:,; . . """, ~ , :~'i::~"" ''''';:-)',Z,!:'!~>Facility Component , Inspection Requirement I :' ~,'~}i.' :i ,iSwale'grading Call for inspection I <'rf'l? ' 'I(Pipin~Ir.}n(: Call for inspection I :tHt1f' i":\I~Filter:'fal5nc" ' 'I I ,\'t',~f' . ':I~Gro~illghnedium J ';"{:!i~::~, ' "IPlantin~s/;-seeding/ sod Call for inspection I ~n:;~ ;':' '. }:j?~" ":1~:.:~jt~~"~):'rt'~.~Y~}~;1t~~}:;.<;n' " .~, . .;~ ! ~",';:~"it - . "., t.,h'~!'~'~(", '" i , 'jl~~~!: . ;';)Z~~~~iii~~ln~~;~er~~~:;~~~tembcr I, 2002 :;'f1]':';':.:' ""'1c,~:,_~,?'~~~'[' :~~,:t :'~J1';{":'tJ.' . . J I In'-':Ft''~',' J.. '~~~~~y~, \' ~', ~!~~~t;. . . , . ' Date Received: J./:J./~o{, I." / Planner: AL ' Page 2,45 ,,, ":' ;' " ','.\ Simplified Approach Design Criteria Grassy Swale ';: ,;" 1', ,\ A. .-t., '1.. t-, '(I' ;r:' , ~ ",.1" ", $.;. '" . .J!';;;,Z' 'r ,';;, ,- ~....(. ",t( /1 ". r ~" F ,;~ ( .<:." ". ri~ -~.~. .) ')1. ;'0 ~", ", ..~' : 'i~<~l~;;~ 2{ . ~;.:'c,..- h~\~~;- ,~~tl~ ~1t~7'St'6'~~~ter ManagemerifManual i1;r }" ::A~~mg'dJu1y 1, 1999; revised September I, 2002 ~';;fU:, ~:'~~~' ' , ' . ,. :Grass Mix Typ. .~.'f:;:::::nli=J;; ,::1" ~;'~(';... 'i.;'r:;,'-,. ': 4: 1 side slope~ ~.r... ;.t . ' ~' I tit' ,I: i'2 th,min, flat ";y'r.l" ;!8otlbni for :>~~ '~1t, ;private, 4 ft. min, -Yf6rJublic .1. I, - 6" min. swale depth ---- , , ~ Growing medium, ,/ 12" depth min. / 6 ft. Mini,mum, 12 ft. Maximum Section Not to Scale Date Received:2p-/~06 Planner: AL 7 Page 2-44 '...G.U'"'U 10l.1U ~ 14]00z filIooz \ 1~~6'Z005 12:21 F~, ~J1 736 1021 /,ll/2~(2005 10: 56 FAX 154168,M087' ,.' .~r...: CITY OF SPRINGFIELD PW canon ~" .,... PIJBI./r; WORKS DEPARTMEiN( I Eitil1lnf/f/rlng OIvl.I,m ,.hone: ($41) 126-'163 Fax: (641) 7J6-10111 STORMW A TER MANAGEMENT SYSTEM SCOPE OF WORK ~r"" I>c/uw Ihis line fil/64 VI., Il)I Appll""t) _ (Pit x,," "'"rn to Mall Slolld"r Co) City qfSprinK/I.,d Pllbll., Wark>' ~n~in..tin~i Fa.< # 136.10:11, Plio,"" H 7J6,IOH). ">lall..II"'Olldar<<4<I"prlnRf1ald.or, '" ProjeclNamel ,~~,GtW') ~'" r'''l'r\ "'q_ AppUUDI: ~ 41!.l2"'~Dc:., Assenors Pan'lll 1I'()2."32.~.:. T~'~ 21bQ '2,101... Dato: 11- 2"'\ -oS "I'J.."" ~""~1.:'A\l:I Land UIC(S): Eu.,~~...~ ,Phone #: L..>>e.& 5!l!:!ILZ.. I ProjecISlle(Atres): I' I.' ~ I Fn ~l ..,.60 "2;>- ~i!:o"7 Approx.lmpervlous Area: ')..78>70:!lor EmaU: d.~\..........,.......~llP ""j''''<lI.<l.tC:o:. ~ I Project Iksulptlon (Include a cop)' or,Aasesaor'. fillip): ~'X 1-.01 ~""8..1\}\.:s1.t',~' ~ ,p i~t:. i::>1:VbL.::>rY~~ uJ,," t:l~L"'><';' DralDlIge Prop06.1 (l'ubllc Ql.lnnocl;on(.), di~ohargc l"callnn(H). 1.111.1. Allaoh Illkllllonal .hccl(N) if "OO"",,UYI ~"t;;:;;:!~~l.:.::~~;:;\,_ ' " " /'-..0<.<...... "'\b ?..>9j.-2:"'$..p~&M. ,...., '1\ .T ?J...4LL ~ -'"1."...0 ~.:"", (~a A~\ol":l:;) '~'~'T~"'-'.I.'\(.~ ~''''',':,l-(J:'-'J'1. ~i-M)) Prooo~ed ~r"rmll'lltllr BllII~~",n~..D,"~'1~ Pr.~llou! . ~:-j,.,..,' \ " .."jll.\ b~~.'/. s~'t~' '/'(';'4..~"~~ ::'1S..a:...""~ ,C;".,...,t'.aAS'~ I , fd '!IJI b."i,. IlIa IIn~ fII/.d aId b.th. (1Iv and Jf.'fUtnd trt Ih. ADDlkant/ (,fl a .,l.lmum; rill b;.,,<v r:h.cko" by 111l/ City fin tlw/ron' all" IxIcJo oflhij sh..I.hllll bI/'''//I>IIII",1 lur uti fltJ{J/icuiiUIJ Iv br! t:r;mlJINt! lor ;)u/tmiUul. uIJ/uJJJJlh ullwr rtululrtrm~"t& muy hI< 1f{.:l:c.....-rurvJ pralnSI!'D Stud.. T"DD mDSPM SectlOD A.O:U): INote. UII may be aubGtituled forl!.atlonal ~etl,,,~, M Small Site Study - ('* RA\lomu MeUlOIl forcalculntiolls) Gl Mid-Le~ell)e"el(lpment Study - (UIIe Unit Hyd,ngtlll'h Method lb, olllculatioll._> o Full Drll1Jl.llg~,Dev~lopm~nt Study - (UIlO Unit liyd'o~lllph Method fo,caloulntionl) .!j;o..irooment1l1J;ooslderati......s: , riiWcllhcadZonc: \O-,,.b ~ 1bt...J~, &HJIISJdO,OOYOIOPfficnt: ~ ItWcllundlj(,lp~rian; w/~ ,. F100dwl1)'/r-loodplaln: /1/10. tl Soil Type: 11\1 - Q-t,l J f~ L..~. Other Juri~dictions Dllwnlrteam Anal...I.: - ~ N/A o Plow !inl; fOT ~taitinll waler surface elevation: o De~illn HUL t~ use tor stllrting \~ater .urface e1evntion: o Mnllhale/Junchon to take:o.nlllysls to: ~ .'. .... .; ". Rolutn to Mlllt Stouder@ city of Sprlng"tlld, tlmell,. mlliovrietffll<lI.IIDrlntlfleld.or,lI8. "AX: (1i41) 736-1021 pate Received: .:zh/')-O06 planner: AL I 7" ~ ~~/'~/~UUb lU;~U ~AA lij41~O~505T @003 .~ff canon . . . '. . ""\';~"::"\:'1'0 . .1,:::;riid~'~'> _,' COMPLETE STUDY ITEMS' . .. :~>' ,. I,tn. ~m.n~l'u~ Only: tIIAf '.'-.. t'._. ,,0'" , · Based "pon ,,,. 'Vmma/lllllf','Ovld." 1I11:'ih~jF;;;'/ ~flhi. .h<<I, Ih. jUllvw1ltS ""/lriJ.~nr,' ;; 'mf,;ili,;;!;,' iij'lI'hm I: ".eri../ filY all uppli,,,,//vlI'u bo ",,"'pl.'.f"" ,'..b""",,/ ':/111 ",,:V'."IIO d"/lIoQ': howtYtlr. liII: II:/,;ho"id 11(1; he ".,OJ III Ii... oflho slmnifl~ld Dc../npmclII ('"de (SDC) or Ih, 0", 's li/Jiiniiltriitg Ves/g. Malll/al, (7""1'11011.. wilh Ihe,,,' mi..ir.III~n1S duu Iful cUIlS/lil/le sli. o/lJlMva/: AddlrtflllDI ,'II. "f'cclflc l~fo"/II"'li""'il/lJ)I he Nlquir.tI, Nvl., UfN' "'OJ"III: ,Ihuc, ,'"!Ifnli/O!, "'/<111" C"ItIp/".rlfollll hD., hoc. ..il{nt:u in the.' XtJlJf,'(J tJrrHtJJ~(IIN:'t)l4Ii n<, "," ~. . lnlorlm Unl;n Nland.rda/Wa.or Qoality (~DSPM ChaptW" J) Rell'" Nill. .. 0 Alluou.buildluG roo nap (NS/l.f illl~QI:vjou. .urfacos .I1J1J1 be pra.treu.t,\f(o". n,ul,(-.hombcred e.\chbosill wloil filtTtlliun madlR) fn, ,In''''WAIO' qualhy, .A,d#I~lh'nlly,. minimum or ~Q% orlh.~~lllllmJ'lltviou. ,urfoco .holl be .....lcd by vogulalod IIIC~I(>dS, " ~ ' "':'., " o Whon r.qulrad, v'II"lllri.. ,to~W:der'de.;ign shall be OOnllll.nl with' i';i~rim 'do.'sn .tond.r1i. (IlDSPM Section 3,Q2), Bel fonh by tho UlIreall of !i/1YlronmlnrAI,satvlces IllES) or C1~1I WOlff ~trvlc..' (CWS). ,'.. ~ ~'c>r naw Nlil( Imparviou.. arca'lo.A,h.",j',1I1111 ~uu'" fo.~ a simplifiod':ki.~lll" ll>iima'ci,'ii13y be follnwod Ill! .podlicd by the DES fur vegeloliYu l....lnlCnl. _ -=-, "'".....'.,h"'..... " " , o If" ,,\UnnW~'l,:r 'Oilw.ln",:u\ "wa)c.: ~lt'proPU:)4.-d, ~ulxnlt cltluuIMtlulIIv>>pC:4:iJ'k'Ulx)J\s rUt, ;l:.t.ina,,;,,lochy. now, 5(de slo~ei, bou.om slopo, llIld ..cd mix consistent wlth'cilltor ails or CWS requiremenl" ' ' , o Woler QUHllly CRlo,lIallon,., n:qllfrod ill S""lion ).U3, 1 ul'tho nnSPM ' ' !iii All buildluU rooftop moun'ed equi~m;;;.t, or olher tluld contaIning O</uip';';ntiOcorcd ou..jd~of tho building, ,holl he provided with f;'lIinndArycC'tt1:Uiln~"CIUor wc",lhof r"II,I(li1.nt andor;uro.' i:- .- . . !!IiI o Ooueral Study R"'lulromonh (EtlSPM S<,cti~o ",03) , ii1 ] l)M1;n'~c :itu~y pn:p....d by ol'loliliS;u..1 t:ivillin$in<ler licen.scd in lh. Blale of Oregon. I ~^ CO'llplCledralmlge study, QSrc~(ilrfd lu ED5PM StQtloll 4.03.1,lnCh.d"IUlla hyarnlngh;a I sludy mup. ' Caloulll~on. .hDwln~ Ny.lom O.p~Oily fur. 2..year 'lDm1 CYOIlIIl1"luvcrnow effe"ls of u 25-yclIf .Iolm event o The rime .r."n"onlrntioD (Tc) ',hoil be e!clcmuncd tisin; 010 minuto.lJut lime for e!avclopae! basins, Royla", or DowMtru... Sy.te... (EDSPM SlICUon 4.03.4.C) , o III ^ down,lreom drolnlliloIlflll1ysl"8 da.orlb.d In 5DSPM Seelion 4,03.4,C, On~ite drninngeshnlJ be ~nv.l'ned by Ihe OrCllon Plumbin. Spaelohy ~ (OPSe), ' o IJIlllevOliOllll ofth.HGl alIa t1ow'Ii~,:",!or bolll oilY I1fId privOIO ^ysf.nUl wher.. ~ppIlO<lbl'", · Prel;. uf Stonn Syst.ms (EDSPM S,oll"n":04)" : " " ,.;~:"~.i'"jD,:,;i,,, 18 0 I'III\V Ih\.s, .1,,1'''' rim .loV1llio..,plJ1e Iypo nud s'~os oIeaily IndlcRted on tlla plan ~el. o il Minimum piP<' eO~~1 ~hllll be I S'incheB ror reillfOTced pipe .nd ~6 incbos for plain cooereto lUId pllllflio pipo rnalerial.,. Dr prIlpol' ouginoorins esleulAllnM shaft be IlI'Dvldod when 1m, The cover shrill be lulllclonl10 iUppon an 110.000 Ib load 'wllbollt fUll~rt oflhe pifll' GltUl;ture, o 1ft Mannins', "n" v.luo. for plpa. oh.n ba cO'lsl,""1 with TobI. 4,1 of the F.DSP, ^" SIOIlI! plfll's shall be dellgllCtllO .chleY<. mlnl/1lum velocity of Ihroe (J) reet ptI1' 8~on~ KI 0,5 pip. foil bII.Ieu on T.blu 4-1 .w w~lI, Other/Mix " . ',i' . " , II 0 E,I.tln.1In<l proPOBOtl uunIOul'1l, '"".ted ill one fool intOtv.1. Include .pel ellvoHen.. Wld ,il~ gr.1des ,hewing how ,ito ~~~, . Ii 0 Prlvuh~ :donnWllICr c,,::umM:uts lihulljbl:' cly"rly tluplCh:l.I "''' plalls whl."11 pri~litc :.10I'm'W1llcrfluwl6 rrfJm unc proJX:r1y (0 another . .. o II uryweJJ!= ~hall nnl reccl\le runOn'I~,?m Hfty ~nJl'I1tf;:o wIt) bt:lnj; I~Ktc" by uncsur rrliJri:'I3..MPii, with Ihl,; ~l(CL"pti(ln orl'O~id"'T1tl~1 hulldlng '001'. (P.r>SP Soctlon 3.0l,4A),. Additioual pI1lvi.lolls upply 10 thi... ru4uilc~ by Iho OJ:Q, Rulbr \0 tho w"",;IO' www.tf.Oq.JilAIO.nr.ufl/.wq/g.mundwa/n\ohome.hcm tal' ,".Me Infh"lU\1l(\t" . o I!ilDowntiun pondH ,h.1I ho dc';b'ricd iii limil runoll'tn pro.dcvulnpmcnt r~lo. fnr the 2lhrnu!lf125.yoor ,lorm cvcoL' flThl!Jfo"", :lll,,1I1H: i,n:I"JilJ W fin ilN'lJlrment, ;ni"i"e Ih~fto'u fJU~"t JJJtl,~ !I'I{)rnulJQ~~lttuiy . IMJ'ORTANT: ENGINEER PLIiAS/J READ IIELOW ANf) SIGN/ "'>lllIlol'll'''''''' ~r IUO~nl. I h~ruby .:....\ir~ lru: .bu,. ruqull"u il"m> ar. ~r-+lJ I n eomplCl' lIIId i"c10dod wilh .h. .ubmilled .tennwot.r I\tUdy nod pllll\ ,.r SiHnol\lro "\.")_ t...-""--Y-vL--!j>ote 1'2 -~ -D-,,> Form Vo..iun 2, Mnrch 2004 Dale Received: Planner: AL 712 / :MOb / / t ;' f15 Fifth Street " Springfield, Oregon 97:177 541-726-3759 Phone ~~ , .1) , J\{b/Jo'urnal Number P;;E2006,00016 " \"f' Payments: Type of Payment Check " :\ ...\ { f ~ ,'." 't' .. , :i J\._ ! , , ~~ ~ f'. j~" .", i 2/212006 , (~- RECEIPT #: ..,',J:' 0" "'r'EU>,.":."....- ..'.',," r...C"'ti J ~,:',_r -- 3200600000000000050 Description CTY , Subdivision Tentative PIn Paid By KRUSH & ASSOCI-,\ TES Check Number Received By Batch Number tj 'page rofI , I, '~ity of Springfield Official Receipt "Jevelopment Services Department Public Works Department Date: 02/02/2006 3:07:01PM Item Total: Authorization Number How ~ecejved Amount Due 500.00 $500.00 Amount Paid 771 In Person " Payment Total: $500,00 $500.00 -.T Date Received: .y~hoo.: Planner: AL "