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Home My WebLink AboutApplication APPLICANT 12/11/2009 City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 SPRINGFIELD ~. Site Plan Review ~'~:~ ~:Vi:~ ~re-su~:i~al:1 D' ISite Plan Review Submittal: ~ ~.J_II~lln~,~III~".J~..n~~.J.i:'I.JiI1 -- ~,. ill I ~"'?,.I'. , , - - Applicant Name: Irene Altucker I Company: IAddress: I ,.v. IAPPlicant's Rep.: Lane Branch Icompany: I Address: , I Property Owner: #1 Irene Altucker #2 Jeff DeFranco I Company: !Address: , IASSESSOR'S MAP NO: ]8-02-05-22/ 18-02-05-23 I TAX LOT NOeS): I Property Address: vacant lot ISize of Property: 101,387 IProposed Name of Project: Relief Nursery Phone: 343-9706 x 1]4 Relief Nursery Fax: 720 W. 25th Ave, Eugene Oregon 97405 . _..' ,,~. ~. =.,. .~ Phone: 746-0637 Branch Engineering, Inc. Fax: 746-0389 3]0 Fifth Street, Springfield, OR 97477 Acres 0 Sauare Feet ~ #1 343-9706 #2726-32671 I I , I I I I , #] Relief Nursery #2 Springfield School District Phone: Fax: #1 720 W 25th Ave. Eugene OR 97405 #2525 Mill Street, Springfield, OR 97477 ]400/10] Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal: Construct a new building, parking lot and associated infrastructure for Relief Nursery IExisting Use: vacant lot I New Impervious Surface Coverage (Including Bldg. Gross Floor Area): 54,335 sf Signatures: Please si nand rint our name and date in the a riate box on the next . -. Associated Applications: PtzcVJOq - OOOJ..."I \pre-sub Case No.: Icase No.: bR:GWO<'i - 0004--1 Signs: Date: Reviewed by: Date: 1?-/11 I 01 Reviewed by: Dt:- ITechn.i<:al FQ..e: $ . qqr. 10 I Postage Fee: $ 1100 Udlt:: R.~celvea: TOTAL FEES: $ :J.O J .~O\, to PROJECT NUMBER: P~um- OUV3o lw >. '-" - -~-'- ,c~""A~",..."'': ::-~~~",.i-.<;"~_.~~"':':;:", '-.f'" ~~~.'<-'e=::.:.--:-~-;;::,:;:.::..~,,__- -~. '!J.t. ~""" J ~ ~ I '-~:ZIJU9 ,.~ ~'=-.~~ "'.. ....<....:..&,.;,:- ~;i-~;';",_......- '_'I.'=<P::~~~~~_': r:--.s::~.,.",,:; ...._ ';1:' "',I Application Fee: $ \ q . l~?- Revised 1/1/08 Molly Markarian Original Submittal 1 of 10 , Owner Signatures This application form is used for both the required pre-submittal meeting and subsequent complete application submittal. Owner signatures are required at both stages in the application process. An application without the Owner's original signature will not be accepted. Pre-Submittal The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre- Submittal Meeting. Owner: Signa~ ~.w 1:>e'Grwt C9 Print \)~ Date: / D - )(-0 9 - 'D v-I >{\0' 1> f'M~r\l-GQ ~~h-hV<- Submittal [ represent this application to be complete for submittal to the City. Consistent with the completeness check performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as necessary for processing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the Oty may begJn 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. Owner: 'W\ '\)t.\- Signature 0" . Je.J+ ~'fn..<'\LO Print Date: \ 2- \-oq Date Received: DEe 1 1 2009 Original Submittal Revised 1/1/08 Molly Markarian 2 of 10 Owner Signatures This application form is used for both the required pre-submittal meeting and subsequent complete application submittal. Owner signatures are required at both stages in the application process. An application without the Owner's original signature will not be accepted. . Pre-Submittal The undersigned acknowledges that the information in thIS application IS correct and accurate for schedulmg of the Owner: P;- Subm,ttal Mr\I~gh L ,1\ADAll.- t~hnA\ Date: J(J ~/-()CJ Signature Irene Altucker, Relief Nurserv Print Submittal Owner: I represent this application to tie complete for submittal to the City. Consistent with the completeness check performed on this application at the Pre~Submittal Meeting, I affirm the information identified by the City as necessary for processing the application is provided herein or the information will not be provlded if not otherwise contained within the submittal, and the City may begin processing the application with the infonnation as submitted. T ~s statement serve 1$ written notice pursuant to the requirements of ORS 227,178 pertaining to a complete a rcation. /~ -Sfgnature I~A~_ ~\ \-n)('~ Print ili Date: 12.-I-D9, Date Received: DEe 1 1 2009 -'., Original Submitt~1 Revised 1/1/08 Molly Markarian 2 of 10 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone Job/Journal Number DRC2009-00047 DRC2009-00047 DRC2009-00047 Payments: Type of Payment Check 'cReceinll RECEIPT #: Description CTY Site Plan Review Postage Fee Type II - $160 + 5% Technology Fee Paid By RELIEF NURSERY, INC. 2200900000000001368 C,. of Springfield Official Receipt D.., elopment Services Department Public Works Department Date: 12/11/2009 Item Total: . Check Number Authorization Received By Batch Number Number How Received ddk Page 1 of I 15659 In,Person Payment Total: Date Received: 'DEe 11 2009 Original submittal 8:38:15AM Amount Due 19,182.00 160.00 959.10 . $20,30 1.1 0 Amount Paid $20,301.10 $20,301.10 . 12/11/2009 CITY OF SPRINGFIELD VICINITY MAP DRC2009-00047 Relief Nursery Vacant lot (TL 101) ~),~i~ j Date Received: DEe 1 1 2009 Original Submittal SItE Map 18-02-05-22 Tax Lot 1400 and 18-02-05-23 TL 101 North .. ,q..., "''''''''''''''.'',00.' _><r<r_ '.<rr:c':, .."'"~':~~":. ....~"' P ~~ rl "~'~~D'_ ~~~ '~~'=;_::::d~_._------=~-='~'~ t:r .~~ : :::=:~~:...~~:~~=::t .'~"""""7: ;v-- ~ ~ '-'" , ~: j }_..~~ 'f&ii.Jj ./ ,~ ~\~'i: ,~~t~ l' ~~.,.: 'I",":i "''''1 I ~~~:, ,. ......, ..,' I ,'. , H a'-J I . "'~-ili,-<.-~J . ~ " "'-'-"-1 .a _".......'.(: S.42ndSTRJ;F.T ,..."." """'ff -,-</ '.......... BIKE RACKS ..."" ~d Date Received: l ;~i:~ ...l-l.J... """"..............""<><...""" IE........"..,<><.<_.. SITEPl..AN _.'",lIT... ~ .. . , . DEe 1 1 2009 Original Submittal LEGEND "" @J lI".q51T~08SCl,JRlOOFENC;E. TYP.OOUTDOollPLAYAIlEI.5 FlREACCESSAAOll>iDBUllDlNO ROUTE OF EGRESS FROIIl PLAVOROUNOS '" CllRECTIOOlOFTRAV(L.GP....~IOIQ'D<l1VE IAAGlOQlQ GATE.CON'>lECTED TOFI><E Al.AA"'YSTE'" ....mtKfYP'O'OA.l;CESS COOIPACTPAAKlM>SI'''Ct D<lOP-<)F~PUKINGSPJ.CE AI)AC~'>lAMP ~COtlTOUR.""OI'OSED .,..../"" cONrouR.eX,5TI"(l Q-o I'AAKI'lG~OT UGKT FIXT\JflE o /', "'z., \~ . -f ......J o b.}::\;;t~1 E)(IST1NO,TSlEElTflEE l'X161INOSTREETT"EE.rOBERE..OVEO ,""OPOSEOT'lEE.SEElN<llSCAP'fP\.AN CONellfT!5IOEWA.LK,VNu:'.SSNOTEDOT"E~$f: -tQjOFfICESJ...EETINGFlO()!,lS C""DCARECENTER J,~S, 1.211&, TOTAL BLDG. AREA 14,902 SF PARKING CI1IlDCARECE~TEll(JJl1VI '..""',...._"""'-- ,-.00'''''''''''''''_''''''''''--' "",,"I OfACESIHI5S'1 Tor.... PAAOfG SP-'CE5 BICYCLE PARKING a....""a ASPAC~S .....-..""'" " <:ow...".._. "......-..""'. OFfICESfUG4SF) DAY CARE CENTER (7,21111f").t~UIPl.OY'fES ,._",.......... TOT....8llC.EPNOONGllEOUIIlED SHOI'lTTl""" lOOlO'R'II'" IIHOf'ITTEIIIo< lOOlOTfR... Il\4.DING,OOTPOlPlT SlDfWAlKSIPU1QS IMPERVIOUS SURACES 'O,lIlI2Sf J,O:!ll5F SITEAAEA 101.:l!'5; ........""-,.,..,~....""-;;s '..J1l. E><lSr",o BIKE PATH DRWli:S&PARKI~O ,,, 1.I2!Sf 't,mSf ,~ """ 108.0'1\ TOT.... RowellllTok.w Archit""t. RELIEF NURSERY R.hl,............ ."'..,....- -~ ,,- ~\,tD AIr. ~}-,~ Fo-~~ :,.'.I't010\'\"'<:::> SITE PLAN A1.1 The Relief Nursery is a nationally recognized non profit organization with a mission to prevent the cycle of child abuse and neglect by early intervention that focuses on building successful and resilient children, strengthening parents and preserving families. Relief Nursery has a variety of programs that work to stop the cycle of child abuse and neglect with a blend of therapeutic early childhood services and comprehensive family support, including alcohol,& drug recovery support services. Programs focus on serving low-income multi-stressed families with young children between birth and six years of age, who are at-risk for child abuse and neglect. The Relief Nursery plans to build a new fa<;:i1ity on property it owns on South 42nd Street in Springfield. The new facility will be in addition to the successful facility in Eugene, and will enable the Relief Nursery to more effectively serve clients in Springfield. The building will be approximately 14,900 square feet, and have 6 classrooms, 2 playgrounds, meeting and counseling rooms, a commercial kitchen and administrative spaces. It is anticipated that approximately 44 people will work from this location, though because several of the programs that Relief Nursery provides are community based, not all of these people will be atthe faCility at anyone time. There is room on the site for future addition of up to two classrooms, and there is space to expand the parking as well. There are no plans for expansion at this time. The property on South 42nd street is currently vacant, though it previously was occupied by a single family home. The property is zoned Community Commercial. 42nd street runs along the east side of the property, and there is Community Commercial zoned property on the south andwest. A low density residential lot is located to the north. An access easement along the north edge of the property has been deeded to provide access from 42nd street to the property owned by the Springfield School District to the west. This easement will be the access point for both the Relief Nursery and any future development of the School District property. The easement along the south property line accommodates a 10 It public utility easement and an existing10 It public bike path. The site development plan shqwn in this application roughly matches the scheme that was presented in a Development Issues Meeting for the property .on May 23, 2008. The Relief Nursery building for the Springfield site is essentially the same programs and same size as the existing Eugene building. The parking at the existing Eugene site has proved adequate, and provides 47 spaces for cars and three spaces for mini buses. The proposed Springfield site will have a capacity of 58 cars and 3 mini school busses. The parking area serves both staff and visitors and parking will have a safe loading area for' busses bringing children to the site. The building is a single story wood frame structure built on a slab on grade. The siding will be board and batten or Hardie plank lap siding. The roof will be composition asphalt or standing seam metal. The goal is to build an efficient and high quality building that fits well in the neighborhood. Date Received: DEe t t 2009 Original Submittal I@' ',Ie , '~~~~S~:~n~~ g~;:~ ~~~~:c~~:~k l~~~.~~~~~1 111111\ \'111 \\1111'\\ "'11111 I' \\11 """111\' $36,00 0105428120090008987003,,03, 02/23/200903:35:35 PM RPR-DEED Cnt=l Stn=6 CASHIER 07 $1!.00 $11.00 $10.00 Recorded at the request of and after recording return to: for Lands described in Exhibit A Send Tax Statements to: for Lands described in Exhibit B Send Tax Statements to: Branch Engineering, Inc. 310 5th Street Springfield, OR 97477 Lane County School Dist #]9 525 Mill St Springfield OR 97477 Relief Nursery, Inc. 1720 W25<h Eugene OR 97405 The true consideration for this conveyance is other than monetary. PROPERTY LINE ADJUSTMENT DEED The parties to this transfer are (I) Lane County School District Number 19, Springfield, Oregon, hereinafter referred to as Party I and being a Grantor/Grantee herein and (2) Relief Nursery, Inc., an Oregon Public Benefit Non-Profit Corporation hereinafter referred to as Party 2 and being a Grantor/Grantee herein. This Deed is intended to adjust the boundary line between a parcel of real property owned by Party I and an adjoining parcel of real property owned by Party 2. The parties are entering into this Deed to agree on the property line separating their parcels to comply with City of Springfield Land Use Regulations and the provisions of Oregon Revised Statutes 92.190(4). The legal description of Party I 's property prior to this adjustment is all of those lands conveyed in that Correction Deed recorded on August 8, 2003 as Reception Number 2003-074564 in the Lane County Oregon Official Records. The legal description of Party 2's property prior to this adjustment is all of those lands conveyed in that Warranty Deed-Statutory Form recorded on October 5, 2007 as Reception Number 2007- 069049 in the Lane County Oregon Official Records. The line being adjusted herein is the entire common line between the lands owned by Party I and the lands owned by Party 2. WHEREAS the Parties desire to adjust said common line and WHEREAS the Parties are agreeable to execute a transfer of property through means of an approved Property Line Adjustment and this Deed. THEREFOR, for purposes of accomplishing this Property Line Adjustment: Party 2 hereby transfers and conveys all of its right, title and interest in and to the property described on "Exhibit A" to Party I as said exhibit is attached hereto and made a part hereof. And Party I hereby transfers and conveys all of its right, title and interest in and to the property described on "Exhibit B" to Party 2 as said exhibit is attached hereto and made a part hereof. The description of Party I's property after this adjustment is described on "Exhibit A" attached hereto and made a part hereof. The description of Party 2's property after this adjustment is described on "Exhibit B" attached hereto and made a part hereof Before signing or accepting this instrument, the person transferring fee title should inquire about the person's rights, if any, under ORS 197.352. This instrument does not allow use of the property described in this instrument in violation of applicable land use laws and regulations. Before signing or accepting this instrument, the person acquiring fee title to the property should check with the appropriate city or county planning department to verifY approved uses, to determine any limits on lawsuits against farming or forest practices as defined in ORS 30.930 and to inquire about the rights of neighboring property owners, if any, under ORS 197.352. Date Received: Date Re ed; DEe t 1 2009 Property Line Adjustment Deed Page 1 of 3 , Original Submitt'" ..~ ." , ~ Dated this q day of J)~ ,2008. Party 1 Signature: ~~ :::"dN~~~~ ~Iw(" STATE OF OREGON ) County of Lane )SS bw' .01, fQD,8 P:;;r~;reared the above named ~ / as the ~I I" nl.i V of the Lane County School Distrih r 19 Springfield, Oregon and acknowledged the foregoing to be his/her voluntary act and ~ ~ OFFICIAL SEAL THERESA JAMES NOTARY PUBUC-DREGON COMMISSION NO. 405466 MY COMMISSION EXPIRES APR. 27, 2010 ~~ Notary Public for dregon Party 2 Signature: l~~ h.V\~ A. l. \-\ut W t~wJive.. 'DittJ-u.r Printed Name: Title: STATE OF OREGON ) County of Lane )SS Ou . V...t-u,w\W . I(), 2008 pers\l!.lally appeared the above named 1#~ .JU.l-::1UI'.xv as the ---W,I J.lJ.,~,t.(/ Um'.c.WYof the Relief Nursery, Inc., an Oregon Public Benefit Non-Profit Corporation and acknowledged the foregoing to be the voluntary act and deed of said corporation. . OFFICIAL SEAL THERESA JAMES NOTARY PUBUC-DREGON COMMISSION NO 405466 . MY COMMISSION EXPIRES APR. 27, 2010 j ~~ Notary Public for()regon Date Received: DEe 1 1 2009 Original Submittal o' Property Line Adjustment Deed Page 2 of 3 ... . . EXHIBIT A LANDS OF SCHOOL DISTRICT NUMBER 19 (PARTY 1) AFTER PROPERTY LINE ADJUSTMENT SITUATED in the City of Springfield, Lane County, State of Oregon in the West 1/2 of the Northwest 1/4 of Section 5, Township 18 South, Range 2 West of the Willamette Meridian and described as follows: COMMENCING at the most southerly southeast comer of those lands surveyed in County Survey File Number 37770 filed on November 5, 2002 by Rex A Betz; THENCE along the south line of the lands in said survey West, 250.51 feet to a point on the southerly extension of the north-south portion of the northerly line of the lands in said survey, said point being the TRUE POINT OF BEGINNING; THENCE along said southerly extension North 00003'00" East, 357.04 feet to a point on a line lying 40.00 feet southerly, by perpendicular measurement, from the southerly east-west portion of the northerly line of the lands in said survey; THENCE along said parallel line East, 255.51 feet to the west margin of South 42nd Street as dedicated in that Declaration of Dedication recorded on April 10, 2007 as Reception Number 2007-023540 in the Lane County Oregon Official Records; THENCE along said west margin North 00003'00" East, 40.00 feet to said southerly east-west portion of the northerly line of the lands in said survey; THENCE along said northerly line West, 255.51 feet to an angle point; THENCE continuing along said northerly line North 00003 '00" East, 150.00 feet to an angle point; THENCE continuing along said northerly line West, 259.27 feet to the northwest comer of the lands in said survey; THENCE along th.e westerly line of the lands in said survey South 00003'00" West, 547.04 feet to the southwest comer of the lands in said survey; THENCE along the southerly line of the lands in said survey East, 259.27 feet, RETURNING to the TRUE POINT OF BEGINNING. EXHIBIT B LANDS OF RELIEF NURSERY (PARTY 2) AFTER PROPERTY LINE ADJUSTMENT SITUATED in the City of Springfield, Lane County, State of Oregon in the West 1/2 of the Northwest 1/4 of Section 5, Township 18 South, Range 2 West of the Willamette Meridian and described as follows: . BEGINNING at the most southerly southeast comer of those lands surveyed in County Survey File Number 37770 filed on November 5, 2002 by Rex A Betz; THENCE along the south line of the lands in said survey West, 250.51 feet to a point on the southerly extension of the north-south portion of the northerly line of the lands in said survey; THENCE along said southerly extension North 00003'00" East, 357.04 feet to a point on a line lying 40.00 feet southerly, by perpendicular measurement, from the southerly east-west portion of the northerly line of the lands in said survey; THENCE along said parallel line East, 255.51 feet to the west margin of South 42nd Street as dedicated in that Declaration of Dedication recorded on April 10, 2007 as Reception Numher 2007-023540 in the Lane County Oregon Official Records; THENCE along said west margin South 00003'00" West, 344.98 feet to the northerly east-west portion of the southerly line of the lands in said survey; THENCE along said southerly line North 89057'00" West, 5.00 feet to an angle point; THENCE continuing along said southerly line South 00003'00" West, 12.06 feet, RETURNING to the POINT OF BEGINNING. Date Received: DEe 1 1 2009 Original Submittal Property Line Adjustment Deed Page 3 of 3 -' / DOlO, IIII~III~I~IIIII~IIIIIII[~I ~III ~II ~~! ....wml CASCADE TITLE . C.O_ I STATUS OF RECORD TITLE REPORT CASCADE TITLE COMPANY ATTN: TOM MCMAHON 811 WILLAMETTE STREET EUGENE, OR 97401 Our No: CT-0264322 Date: OCTOBER 7, 2009. Charge: N/C As requested, Cascade Title Co. has searched our tract indices as to the fo~lowing described real property: ( A T T A C H ED) and as of: OCTOBER 01, 2009 AT 8:00 A.M., we find the following: Vestee: RELIEF NURSERY, INC., an Oregon Public Benefit Non-Profit Corporation Said property.is subject to the following on record matters: 1. Taxes for the fiscal year 2009-2010, a lien not yet payable. 2. Agreement and Covenant, including the terms and provisions thereof, between Lane County, a political subdivision of the State of Oregon, and Donald E_ Cooper, recorded March I, 196B, Reel No. 381, Reception No. 15978, Lane County Official Records. 3. Declaration of Private Easement, including the terms and provisions thereof, granted Lane County School District No. 19, by instrument recorded February 13, 1996, Reel No. 2141, ~eception No. 9609925, Lane County Official Records. 4. Publ~c Utility Easement I including the terms and provisions thereof, granted the City of Springfield, a municipal corporation, in Lane County, by instrument recorded February 13.,,1996, Reel. No. 2141, Reception No. 96Q9926, Lane County Official Records. 5. Declaration of Private Easement, including the terms and provisions thereof, granted Lane-County School District No. 19, 'by instrument recorded April 1, 1996, Reel No. 2157, Reception No,. 9620816, Lane County Official Records. 6. Public Water Utility Easement, including the terms and provisions thereof, granted the City of Springfield, a municipal corporation, .acting by and through its Springfield Utility Board, by instrument recorded December 20, ~996, Reel No. 2247, Reception No. 96B4924', Lane County Official Records. Date Received: continued- nEr 11 2009 MAIN OFFICE' 811 WILLAMETTE ST, . EUGENE, OREGON 97401 * PH: (54l) 687-2233 FLORENCE * 1901 HWY 101 - S. 2 . FLORENCE, OREGON 97439 . PH: (541) 997-84l7 EUGENE FAX: 485-0307' E~MAIL: info@cascadetitle_corn . FLO~~i~~$~U~~c v 7. Right of Way Easement, including the terms and provisions thereof, granted to the City of Springfield. recorded November 22, 1996, Reception No. 9678679. Lane County Official Records. B. Public Road Dedication, including the terms and provisions thereof, recorded April 10, 2007, Reception No. 2007-023540, Lane County Deeds and Records. 9. Option to Repurchase, including the terms and provisions thereof, granted by Relief Nursery, Inc., to the city of Springfield, 'recorded October 5, 2007, Reception No. 2007-069050, Lane County Deeds and Records. 10. Declaration of Joint Use Access Easement, including the terms and provisions thereof, by the City of Springfield and Relief Nursery, Inc.", recorded February 23, 2009, Reception No. 2009-008988, Lane County Deeds and Reco~ds. NOTE: Taxes, Account No. 0562809, Assessor"s Map No. 18 02 05 2 2, #1400, Code 19-00, 2008-2009, .in 'the amount,of $1,094.67, PAID IN FULL. Taxes, Account No. 1370509, Assessor's Map No. 18 02 05 2'3, #101, Code 19-00, 2008-2009, EXEMPT. This report is to be utilized for information only. This report is not to be used as a basis for transferring, encumbering or foreclosing the real property described. The liability of Cascade Title Co. is limited to the addressee and shall not exceed the premium paid hereunder. CASCADE TITLE CO., by, BOYD STEELE Cc~ lRENEAL@RELIEFNURSERY.ORG Cc: EMAIL: RENEE@BRANCHENGINEERING.COM Date Received: DEe 1 1 2009 Original Submittal ".-; PROPERTY DESCRIPTION Situated in the City of Springfield, Lane County, State of Oregon, in the West ~ of the Northwest X, of Section 5, Township IB South, Range 2 West of the Willamette Meridian, and described as follows: Beginning at the most Southerly Southeast corner of those lands surveyed in County $urvey File No. 37770, filed on November 5, 2002, by Rex A. Betz; thence along the South line of the lands in said survey West, 250.51 feet to a point on the Southerly extension of the North-South portion of the Northerly line of the lands in said survey; thence along said Southerly extension North 000 03' DOu East, 357.04 feet to a point on ,a line lying 40.00 feet Southerly, by perpendicular measurement, from the Southerly East-West portion of the Northerly line of the lands in said survey; thence along said parallel line East, 255.51 feet to the West margin of South 42nd Street as dedicated in that Declaration of Dedication recorded on April 10, 2007, as Reception No. 2007-023540, in Lane County Official Records; thence along said West margin South 000 03' 00" West, 344.98 feet to the Northerly East-West portion of the Southerly line of the lands in said survey; thence along said southerly line Nor~h 89D 57' DOu West, 5.00 feet to an. angle point; thence continuing along said Southerly line South 000 03' 00" West, 12.06 feet, returning to the point of beginning, in Lane County, Oregon. 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Tti 0 - ::::: 0) - 'E a::: u $> 0) ~ :> - (J) ro (5 0 <:: '6> -;:: 0 NaT~1 POINT IS .2:1,025 CHS 0519.65'1 rROH fHE m: COR J.R.MAGNE:SS; OLe No. 50 .... ....- v ..;; ..::' -..::. -' ....' ...... ) ~ ,2556,4 "\Sf ~-------------- ------...----------- 549.78'- ,,~. ~~l) 1'- (C~I ~ = fl ([J) II f~....\ :\ , """ ',~ -\..}-" \'1 (-t-'l~ 18 02 O! SPRINGF/f :& ~ 1A."f! 'Division of.Chief Deputy Clerk Lane County Deeds and Records Recorded at the request of and ?fter recording return to: 2~~9.008988 IrII 11111111 III 1 II IIr II 11111 111111 111111111 $46.00 .l1 '5..2832M0J0898 :0050050 02/2312009 03: 35 : 35 PM RPR-ESMT Cnt=1 Stn=6 CASHIER 07 $25.00 $10.00 $11.00 Branch Engineering, Inc. 310 Fifth Street Springfield, OR 97477 DECLARATION OF PRIVATE JOINT-USE ACCESS EASEMENT The true and actual consideration for this declaration is other than monetary. RECITALS: ]) Lane County SCHOOL DISTRICT NUMBER ]9, Springfield, Oregon, Grantor, is the owner of the lands .that are described in Exhibit' A' of that Property Line Deed that was recorded Few..-vy:y.;j ?Dl><! at Recorder's Number dt>D'i-B"(B* in the Official Records of Lane County, State of Oregon. 2) RELIEF NURSEkY, Inc., an Oregon Public Benefit Non-Profit Corporation, Grantee, is the owner of the lands that are described in Exhibit 'B' of that Property Line Deed that was recorded ~~"""'-'lC' ';700<1 at Recorder's Number 'Zoo,~i'lo'1S~ in the Official Records of Lane County, State of Oregon. 3) The Grantor and Grantee desire to create a joint-use access easement and define maintenance responsibilities on certain areas. DECLARATION OF EASEMENTS: A) ~asement Created: SCHOOL DISTRICT NUMBER 19 hereby creates a perpetual, non- exclusive easement for the benefit of RELIEF NURSERY over that certain area described in Exhibit' A' attached ,hereto and made a part hereof and depicted in Exhibit 'B' attached hereto and made a part hereof for private joint-use access purposes. B) Use of the Burdened Prooertv: The owners or occupiers of the lands affected by 1his easement shall have the right to use their property, including the areas described as the easement, for any purpose as long as the owners or occupiers do not unreasonably interfere with the use of the easement as granted by this instrument. No vehicle parking or storage of vehicles shall be allowed by any party within the easement area, including the agents~ employees, tenants, and,invitees of said owners. C) Maintenance and Reoairs: The cost of any maintenance or repair of the driving surface within the easement area shall be allocated between the owners of the lands of SCHOOL DISTRICT NUMBER 19 and the lands of RELIEF NURSERY in accordance with the provisions of ORS 105.] 70, et seq, as now in effect' or as hereafter amended.. D) Suc"essors inlnterest:The provisions of this instrument touch and concern, and relate to the use of the lands of SCHOOL DISTRICT NUMBER ] 9 and the lands of RELIEF NURSERY, and are intended to be covenants and restrictions running with the land. All provisions of this instrument, including the benefits and burdens, are binding and inure to the heirs, successors, assigns, transferees, and personal representatives of . ail owners of the aforementioned lands. DEe 11 200fECLARA T]ON OF PRlV A TE JOINT-USE EASEMENT Origi Page 1 of5 Date Received: Original Submittal t# IN WITNESS WHEREOF, I hav~..\,.executed this Dp.c;:LARA nQN OF PRIV ATE JOINT-USE ACCESS EASEMENT on this 'I day of :...iJeL~re..v . :JOt) 1?, . GRANTOR: Lane County School District No. 19, Springfield, Oregon By: ~~'fj Printed Name: ~Cu\ 'Bi51~ Title: ' ~1',&cY~~r . GRANTEE: ::~iefNI::~:u an (~Qn O~n:;;l:moration Printed Name: _, (Q, V\~ Title: Lxe..Lu1i Je. ~ STATE OF OREGON County of Lane o ) )SS . tf . '. .' .,2 2~Q8 8 p peerrss9 n9J~ appeared the above named naVlCt-y' as the~' Lh'~ of the Lane County School District 19, Springfield, Oregon and acknowledged the foregoing to be hislher voluntary act and ~C+~ . OFFICIAL SEAL. TliERESA JAMES . '... NOTARY PUBUC-QREGON ' COMMISSION NO. 405466 MY COMMISSION EXPIRES APR. 27, 2010 Notary Public for Orlgon DEe 1 1 200!pECLARATION OF PRIVATE JOINT-USE EASEMENT Origi Page 2 of 5 o Original Submittal , STATE OF OREGON ) . County of Lane )SS Qn I), ft , ,.n 1",.0/ 10 . 2008 AA,rsonally appeared the above named W-t N\N ,1>-\ ~- as the ~1J'V".td-r11' of Relief Nursery, Inc., an Oregon non- profit corporation and acknowledged the foregoing to be hislher voluritary act and deed. N~~ I . OFFICIAL sEAL. - , ; '.' .. THERESA JAMes i . . . NOTARY PUBUC.oREGON I COMMISSION NO 4ll5406 MY COMMISSION EXPIRES APR. 27, 2010 Date Received: DEe 1 1 2009 Date Receiv Original submittFI ./-, d SUD(rllit:t,_.... DECLARA nON OF PRlV A TE JOINT-USE EASEMENT Page 30f5 ~ Q .0 '" o b o L EAST 255.51 I -, ~ . . ,-g~fASEMENT ARfA-g~" /0 -t O~ /':\',- fAST 25551 ""t -,-:' , . I , ' 35.0C EXHIBIT 'B' EASEMENT MAP 50 J ,,_ .'.'11... o ---!'-' , fAST 259.27 :6 , , o o o '" ... o '" ... >n LANDS or REUEr NURSERY. INC. ... o '" '" '" LANDS or SCHOOL DISTRICT NUMBER 19 !<' b o ;.., o b o 2: ~ b o ;.., 0... '0 8" Vl>n '" , , , c, "- , , , , I " " . ..... -'" '- 250.51 N89'57'OO"W 5.00 259.27 EAST 509.78 Date Received: DEe 11 20Q9ECLARATION OF PRIVATE JOINT-USE EASEMENT Original Submittal Page 5 of5 I 100 I 1 ..- "" '" . .. ~J -=1 "} '"" ~'tI ~ ~G o o Vlfli ':"".. .,,,;' STORMWATER OPERATION AND MAINTENANCE PLAN FOR Relief Nursery 42nd Street Springfield, OR November 17,2009 ( Preoared For: Relief Nursery Branch Engineering, Inc. 310 5th Street Springfield, OR 97477 Phone (541) 746-0637 Fax (541) 746-0389 Date Received: DEe 11 2009 Original SUbmittal @Branch Engineering, Inc. PROJECT # 08-114 l@) Branch Engineering;, Ine: ---~---, 310 Fifth Street - Springfield, OR 97477 Phone: .(541) 746-0637 - Fax: (541) 746-0389 Memorandum To: From: Relief Nursery , Branch Engineering 11/10/2009 Date: Re: Stormwater Drainage Operations and Maintenance for 4?nd Street Site' The stormwater operations and maintenance plan was prepared for the 42nd Street site in Springfield, Oregon. City of Springfield regulations requires a stormwater treatment system operations and maintenance plan. The stormwater treatment system are swales and catch basins. The operation and maintenance log and schedule have been included in the appendix. The Appendices includes the following item: APPENDIX A: .:. FORM 0 & M: OPERATIONS & MAINTENANCE PLAN .:. Notice of Operations and Maintenance Plan APPENDIX B: .:. Swale Operations & Maintenance Plan and Sample Log .:. ' Catch Basin Operations & Maintenance Plan and Sample Log APPENDIX C: .:. Site Plan ( Date Received: DEe 1 1 2009 Original Submittal CATCH BASINS AND AREA DRAINS OPERATIONS & MAINTENANCE MANUAL INTRODUCTION The frequency of cleaning the catch basins and area drains will depend uRon the generation of silt and debris in your application. Cleanout and preventive, maintenance schedules will be determined. They should be periodically inspected to determine the amount of accumulated. The recommended cleanout of solids and oils within the unit should occur at least on an annual basis. NEW INST ALLA TIONS Check the condition of catch basis and area drains after every runoff event for the first 30 days. The visual inspection should ascertain the unit is functioning properly. Leaming the debris accumulation rates will allow for better future maintenance of the structure. CLEAN OUT AND DISPOSAL Disposal of material from the catch basins should be in accordance with the local municipality's requirements. Disposal of the decant material to a POTW us recommended. Field decanting to the storm drainage system is not recommended. Solids can be disposed of in a similar fashion as those materials collected from street sweepitig operations. RECORDS OF OPERATION AND MAINTENANCE The owner should maintain annual records of the operation and maintenance of the catch basins "to' document the effective maintenance of this important componen,t of your storm water management program. The record of operations and maintenance is suggested and should be retained for a minimum period of three years. Date Received: . DEe 11 2009 Original Submittal Vegetated, Grassy, and Street Swales Operations & Maintenance Plan I Swales are plan1ed or grassed open channels that trap pollutants by filtering and slowing ftows, allowing particles to .. settle out. The swale should drain within 48 hours of a storm event. All facility compone~ts, vegetation, and source cOntrols shall be inspected for proper opera1ions and structural stability, at a minimum, quarterly for the first 2 years from , the date olinstallation, 2 times per year thereafter, and within 48 hours after each major storm event. The facility Owner i must keep a log, recording all inspection dates, observations, and maintenance activities. The facility owner must keep a I log, recording all inspection dates, observations, and maintenance activities. The following items shall be inspected and : maintained as stated: , '. : i' Swale-'nlef (such"as curb cuts or pfpes) shall maintain a calm ftow of water entering the swale. . ~ - -- I . Source of erosion shall be identified and controlled when native soil is exposed or erosion channels are forming. . Sediment accumulation shall be hand"removed with minimum damage to vegetation using proper erosion COntrol I measures. Sediment shall be removed if it is more than 4" thick or so thick as to damage or kill vegetation. : . Inlet shall be cleared when conveyance capacity is plugged. Sources of sediment and debris shall be i identified and corrected. I . Rock splash pads shall be replenished to prevent erosion. I I Side Slopes shall be maintained to prevent erosion that introduces sediment into the swale. I . Slopes shall be stabilized and planted using appropriate erosion control measures when native soil is exposed or erosion channels are forming. I Swale Media shall allow stormwater to percOlate uniformly through the landscape swale. If the swale does not drain within 48 hours, it shall be tilled and replanted according to design specifications. I . Annual or semi-annual tilling shall be implemented' if compaction or clogging conti~ues. . Debris in quantities that inhibit operation shall be removed routinely (e.g., no less than quarterly), or upon discovery, . I Swale Outlet shall maintain sheet flow of water exiting swale unless a collection drain i~f used. Source of erosion I damage shall be identified and controlled when na1ive soil is exposed or erosion channels are forming. . Outlets such as drains and overland ftow paths shall be cleared when 50% of the conveyance capacity is plugged. I . Sources of sediment and debris shall be identified and corrected. Vegetation shall be healthy and dense enough to provide filtering while protecting underlying soils from erosion. Mulch shall be replenished as needed to ensure survival of vegetation. . Vegetation, large shrubs or trees that interfere with landscape swale operation shall be pruned. . Fallen leaves and debris from deciduous plant foliage shall be removed.' . Grassy swales shall be mowed to keep grass 4" to 9" in height. Clippings shall be removed to remove pollutants absorbed in grasses. . Nuisance and prohibited vegetation from the Eugene Plant List (such as blackberries and English Ivy) shall be removed when discovered. Invasive vegetation contributing up to 25% of vegetation of all species shall be l removed and replaced. . Dead vegetation and woody material shall be removed to maintain less than 10% of area coverage or when swale function is impaired. Vegetation shall be replaced within 3 mOnths, or immediately if required to maintain COver I density and control erosion where soils are exposed. I Spill Prevention measures shall be exercised when handling substances that contaminate stormwater. Releases of pollutants shall be corrected as soon as identified. . _ __ __ _ _ Training and/or written guidance information for operating and maintaining swales shall be provided to all property oWners and tenants. A copy of the O&M Plan shall be provided to all property oWners and tenants. Access to the swale shall be safe and efficient. Egress and ingress routes shall be maintained to design standards. Roadways shall be maintained to accommodale size and weight of vehicles, if applicable. . Obstacles preventing maintenance personnel and/or equipment access to the swale shall be removed. . Gravel or ground colfElr ,!';hallbe added if erosion occurs, e.g., due to vehicular or p'edestrian traffic: Date Received: DEe 1 1 2009 Original Submittal Stormwater Management Manual Eugene July 2006 Page 3-20 Vegetated, Grassy, and Street Swales Operations & Maintenance Plan Insects & Rodents shall not be harbored in the swale. Pest control measures shall be taken when insects/rodents are ' I found to be present. I I . If a complaint is received or an inspection reveals that a stormwater facility is significantly .infested with mosquitoes or other vectors, the property owner/owners or Iheir designee may be required to eliminate the infestation at the City inspector's discretion. COntrol of the infestation shall be attempted by using first non- chemical methods and secondly, only those chemical methods specifically approved by the City's inspector. Acceptable methods include but are not limited to Ihe following: i) Installation of predacious bird or bat nesting boxes. ii) Alterations of pond water levels approximately every four days in order to disrupt mosquito larval development cycles. iii) Stocking ponds and other permanent water facilities with fish or other predatory species. iv) If non-chemical methods have proved unsuccessful, contact the City inspector prior to use of chemical methods such as the mosquito larvicides Bacillus thurengensis var. israeliensis or other approved larvacides. These materials may only be used with City inspector approvai if evidence can be provided I that these materials will not migrate off-site or enter the public stormwater system. Chemical larvicides shall be applied by a licensed individual or contractor. . Holes in the qround located in and arbund the swale shall be filled. J I If used at this site, the followinq will be applicable: Check Dams shall control and distribute flow. . Causes for altered water flow shall be identified, and obstructions cleared upon discovery. . Causes for channelization shall be identified and repaired. Date Received: DEe 1 1 2009 Original Submittal Stormwater Management Manual Eugene July 2006 Page 3~21 STORMWATER MANAGEMENT FACILITY INSPECTION & MAINTENANCE LOG Property 'Address: Inspection Date: Inspection Time: Inspected By: Approximate Dale(Iime of Last Rainfall: Type of Stormwater Management Facility: Location of Facility on Site (In relation 10 buildings or other permanent structures): Water levels and observations (Oil sheen, smell, turbidity, etc.): Sediment accumulation & record of sediment removal: , Condition of vegetation (Height, survival rates, invasive species present, etc.) & record of replacement and management (mowing, weeding, etc.): Conditio~ of physical properties such as inlets, outlets, piping, fences, irrigation facilities, and side slop\'s. Record damaged items and replacement activities: I I Presence of insects or vectors. Record control activities: Identify ~afety hazards present.,Record resolution activities: Date Received: DEe II 2009 Original Subrnittal STORMWATERMANAGEMENT PLAN AND DRAINAGE STUDY FOR Relief Nursery 870 S_ 42nd Street Springfield, OR November 30, 2009 Pre Dared For: Relief Nursery 1720 W 25th Eugene, OR 97405 Branch 'Engineering, Inc. 310 5th Street Springfield, OR 97477 Phone (541) 746-0637 Fax (541) 746-0389 1@lBranch Engineering, Inc. Branch Project # 08-114 Date Receivec:: DEe 1 1 2009 Original Submittal 09/22/2009 09:32 FAX 541 736 If CITY OF SPRINGFIELD PW I4J 0()2 . , PUBLIC WORKS DEPARTMENT I Engineering Division STORMW ATER MANAGEMENT SYSTEM SCOPE OF WORK , - (Area beilJW this line filled out by ApplictI11f) __ (please retrm; 10 Matt Stauder @ CiIy afSpringfieldMBc Works Engineering; Fax If 736-10Z1, Phone If 736-1035_) Project Name: Springfield Relief Nursery Applicant: Branch Engineerin~. Gre~ Mower Asse<gonl ParceJ'#: TM]802052211. 1400 & 11.101 Date: 9130/2009 Land Use(s): Community Commercial Phone #: 541-746-0637 Project Size (Acres): 2.3 Fax #: 541-746-0389 Approx. IInpervious Area:, 12 Emili: greg(albranchen~ineerin~corn Project Description (Include a copy of Assessor's map): The propOSEd sire will have an approximately 14,000 square foot 'building with classrooms., offices and meeti.ug rooms. The propDsed building is: located on th~ sourhern portion ofthc- site.. The i pTOposed building will bave an inner courtynrd area with play struc.tures and landscaping. The parking, drive ai!Ies and sidewalks are located on the 'oorthern pornon of the site:. The parking and drive aisles will consist of asphalt pavement and the sidewalks Wll1 be concrete. Drainage Proposal (Public connection(s), discharge loc&tion(s), etc. Attach additional sheet(s) if necessary: The stormw!lte.r djscbarge from the site will connect into me existing public 12" stormwater latcrnl that is located on the northeast side of me 'lot A portion of the roof of the proposed building will drain to an inner courtyard landscaping pond where dead storage is ; provided to treat water:rtlIUJrng offilie roof An overflow ourlet will be provide;d for the pond. A portion of the parking area will be I graded t~ drain toward two grassy swales. The ~sy ~Jes w~U be directed to. ~e public storm ~srem_ Tb.e Test of the parking area will be directed to double-comparnneor cOlcn basms WIth filter IIlseITS and then drrected to the public stonn line. , Proposed Stormwater Best Management Practices: Grassy ""'ales, double chambered catch basin, with filter insert> and a landscape wet pond ~tb dead storage. -:- -. ., .--:--' (Area helow thit liru: tilled mrt bv rite Clrv and RetI.Crned fo. the AnDllc~ntl _ .. :-(At a.minimum, all boxes checked by [he Ciry ol1lhefront and back of this sheer shall be submitted : 'jor an application to be complete for submittal. allhough other requirements may be necessary.) Dramaee Study TvDe mDSPM Section 4.03.2): (Note. UH may be substituted for Rational Metho~ o Small Site Study - (use Rotional Method for calculations) t::'5l Mid-Level Development Study - (use Unit Hydrogrnph Method for calculations) o full DrainageDevelopment Study - (use Unit Hydrogrnph Method for c.JcuJatiom) .Environmental Considerations:, ~We]]head Zone: q 9 \17 ~WetlandJRiparian: ,..;Jo....l(,'f: !2rSoi! Type: J")~I", t - \I~!>A'" Downstream Analvsis: I' rz('N/A o Flow line for starting water surface elevation: o Design HGL to llSe for starting water smface elevation: o Manhole/Junction to take analysis to: ~~.- AdA AlJA ....Jfl\. i2JHillside Development: Ja'f-JoodwaylFloodplain: ' {.....J r.~. ~k~Other Jurisdictions: I ReturD to Matt Stouder (iil City of Sorin~field, email: mstouderlalci.sorine;field.or.~l!.M(:~~a~J,Q21 DEe 11 2009 Revised 1/1/08 Molly M~rkarian Original Submittal 9 of 10 09/2212009 09:32 FAX 541 736 If CITY OF SPRINGFIELD PW ~003 COMPLETESTUDYITEMS .. I FO'Or;;'iEJU"OnIY:~.d' ~~~ -I: Based upon the informonon provided on [he from of (his sheet, the follawing represenTS a minimum of what l!Jneeded/or an application to be complete {or submittal with respect to drainage.; haw~er, this l~st should.nor be used in lieu o/the Springfield Developme'nf Code. (SDC) or the City's Engineering Design Manual. Compliance wilh these requirements does nor constitute sire approval; Additional site specific information may be required NOle: Upon scoping sheet submittal, ensw'<< complftted form has been signed in the space provided below.: 00 60 Ef o lnteron DesigD StaDdards/Water Qnalily (lIDSPM Chapter 3) ~NIA ~ 0 All non-building rooftop (NBR) impervious surfoces shall be pre-treated (e.g. multi-chambered carchbasin w/oil filtration media) for Slonnwater quality. AdditionaUy, a mJn.imum of 50% of the NBR impervious surface sball be ......,/ treated by vegetated methods. . ~ 0 Wbere requir~d. vegeratrve stormWater design shall be consistent with mtcrlln design standards (EDSPM Section 3.02), sct forth by the Bureau of Environmental Services (BES) or Cle>m Water Services (CWS). Fm new NBR impervious area less than ] 5,000 square feet, a simplified design approach may be followed B3 specified by the BES for vegetative treatment. If a stormWe.ter treatment swale is proposed, submit caJcu1~tions/5pecifications for sizing, velocity. flow, side slopes) bottoln slope, and seed mix consistent with either BES Or CWS requirements. o Water QuaJity calculations as required in Section 3,03.1 of the EDSPM lLrA'u building rooftop mOUDted equipmem. or other fluid comai.ning equipment locaTed outside of the building, shall be provided with secondary containment or weather resIstant enclo5ille. ~I Study Requirements (EDSl'M SecliDn 4.03) J.Cl 0 DI1linage study prepared by a Professional Civil Engineer licensed in lhe stale of Oregon. o BA complete drainage smdy" as required in EDSPM Section 4.03.1. including a hydrological study map. W ..D Calculations showing system capacity for a 2-year storm .vent and overflow effectS of a 25-year storm event. ~ 0 The time OfcoIlce:ntration (Tc) shal~ be determmed using 810 minute start [ime for devdopcd basins. Review of Downstream System (EDSPM Section 4.03.4.C) o 0A oownsrream drainage analysis as described in EDSPM Section 4.034.C On-site drainage shaH be governed by the Oregon Plumbi.ng Specialty Code (OPSe), o C}-Elevlltions of the HGL and flow lin:,5 for both city and private systems where applicable. De.iga of St<>rm Systems (EDSl'M Section 4_04) a 0 Row lines, slopes, rim elevations) pipe type and sizes clearly indicated on the plan set. W 0 Minimum pipe cover shall be ] 8 incbes for reinforced pipe and 36 inches for plain concrere and plastic pipe JDatciiaJs, 0' vroper engineering calculations ,haU be provided when less. The 'over shall be sufficient to support an 80,000 Ib load without failure oflhe pipe structure.. . O. [2tManning's Un" values for pipcs shall be consistent with Table 4-1 of'lhe EDSP. All storm pipes shall be designed to achieve a minimum velocjry ofrhree (3) fect per second at 0_5 pipe full based on Table 4-1 as well. ~lMisc r::::J 0 Existing and proposed (;ontours. located at One foot intervaL Include spo'r elevations and ~ite gradl:S showing bow site drains 6 0 Private stonnwater easements shall be clearly depicted on plans when private stormwater flows from one property to o ~~:~]s sha;! DO~rtteive nmofffrom any surface wi,> being tr~ied by ooe or ~~re B~s:'with the excep~on of residential bui]ding.xoofs (EDSP Seclion 3.03.4A). Additional provisions "pply to dU, as required by the DEQ. Refer to the website: 'Www_deo.o;(::\T€, or us{w(l/l?Toundwalulcriaine)1cm for"more information" o g-oerenrion potids shall be desjgned to Jim-it runoff to prt-deveJopment rat.es for the 2 through 25-year storm events :t:This form shan be included as an attachment, Inside. the front cover) of the a~onnwateT study . lMPORTAJ>IT: ENGINEER PLEASE REA]) BELOW AND SIGN! J As the engineer of record, 1 hereby.certiiY the above required items are compJc-re and included with the submi"rred storrnwarer study and plan set. Date Received: signature:44f1 ftry/ Date /0 -01- 09 DEe 1 1 20Q9 Q",v;<:;Pr1 1/1 {OR. Mr.llv Mi'lIi(ri,i;::'n Original Submittal .._ 10 of 10 Storm Drainage Evaluation Relief Nursery Introduction This evaluation was prepared to summarize the drainage system proposed for the Relief Nursery development. This storm drainage evaluation will determine the type and size of water quality treatment devices that are acceptable to the City of Springfield. The Relief Nursery is located on the west side ofS. 42nd Street, north of the intersection ofS. 42nd Street and Jasper Road in Springfield, Oregon. The proposed project site is comprised oftwo lax lots, TMl8020522 TL 1400 and a portion ofTMI8020522 TL 101. Existing Conditions The existing site bounded by S. 42nd Street to the east, residences to the north, vacant school property to the west and Volunteer Park to' the south. The proposed site has an area of2.33 acres (IOI,387 sf). The site consists of an existing building, driveway, brush and grasses. The impervious surfaces consist of a roofs and concrete driveway. The pervious surfaces consist of brush and grasses. The site generally drains from east to the west. Runoff from the existing site sheet flows to the west towards the school property. There is an existing 12" storm lateral to the site from the existing public system in S. 42nd Street. According to the Soils Survev of Lane CounlV. Ore20n, by the Natural Resource Conservation Service, the soil at the site is Cloquato silt loam (Soil Number: 29, Hydrologic Group: B) Malabon-Urban Land Complex (Soil Number: 76, Hydrologic Group: D). Refer to Appendix A for soils map information. Proposed Site Conditions The proposed site will have an approximately 14,000 square foot building with classrooms, offices and meeting rooms. The proposed building is located on the southern portion of the site. The proposed building will have an inner courtyard area with play structures and landscaping. The parking, drive aisles and sidewalks are located on the northern portion of the site. The parking and drive aisles will consist of asphalt pavement and the sidewalks will be concrete. Stormwater Quality Treatment, Detention and Storm Water Conveyance System Landscane Pond A large portion of the roof of the proposed building will drain 10 an inner courtyard landscaping pond where dead storage is provided to treat storm water running off the roof. An overflow outlet will be provided for the pond. During the water quality storm, runoff enters the landscape pond and it will displace the existing water in the pond that has already been treated and will enter the overflow outlet. The overflow outlet will be directed to the public slorm system. The landscape pond will also be used to detain the 10 year storm event. Approximately one foot of the pond will be used for detention , storage to reduc;e the peak of the 10 year storm event. Below is a summary of the proposed landscape pond water quality and detention basin. See Appendix B for the proposed Drainage Basin Map. The Landscape Pond has a large portion of the roof and courtyard areas flowingto it. This basin is 0.54 acres. . The Landscape Pond has 3:1 side slopes and is 2.50 feet deep. The Landscape Pond will have a one foot permanent pool for water quality and landscape aesthetics and one foot of detention storage capability. The 10 year storm event runoff for this basin (Basin I on the Proposed Drainage Map) is 0.48 cfs. A 2-1/4" di~meter orifice is being used to control the outflow. .t5Mt9'\~SiwQff from the Landscape Pond dunng the 10 year storm event IS OJ 6 cfs. The reductIOn is 67 percent of detained runoff. 'The depth of water in the Landscape Pond during the I 0 yearsto~~I1jt ~s ~6~ feet Original Submittal Storm Drainage Evaluation Relief Nursery above the permanent pool. An over flow is provided to pass the 25 year storm event and direct the runoff to the public storm system, During the 25 year storm event, the depth of water in the Landscape Pond during the 10 year.stonn event is 0.99 feet above the permanent pool which leaves a free board of 0.51 feet. See Appendix C for detention calculations. ParkiTIl2 Area A portion of the parking area will be graded to drain toward two landscape islands that will be used for storm water treatment and detention. The landscape islands will act like grassy swales and treat the stoimwater before entering the public storm system. and the outlet structure will have an orifice in it control the runoff and store the runoff for release over a longer period of time. The bottom of the landscape islands will act like grassy swales that will be sized to meet the requirements of the City of Springfield. Below is a summary of the two proposed landscape island water quality and detention basins, See Appendix B for the proposed Drainage Basin Map. The Northern Detention Swale has the northern portion of the parking lot and landscape areas flowing to it. This treatment basin is 0.35 acres. The Northern Detention Swale has a two foot wide bottom with 3:1 side slopes and is 1.75 feet deep. The Northern Detention Swale will have the outlet structure rim set 3" above the bottom of the swale to create a 3" deep permanent pool in the bottom for water quality purposes. The] 0 year slorm event runoff for this northern basin (Basin 4 on the Proposed Drainage Map) is 0.30 cfs. A 2-]/4" diameter orifice is being used to control the outflow. The detained runoff from the Northern Detention Swale during the ] 0 year storm event is O. I 4 cfs. The reduction is 53 percent of detained runoff. The depth of water in the Northern Detention Swale during the 10 year storm event is 0.58 feet exCluding the permanent pool. An over flow is provided to pass the 25 year storm event and direct the runoff to the public storm system. During the 25 year storm event, the swale gets 0.68 feet deep exCluding the permanent pool which leaves a free board of 0.82 feet. See Appendix C for de1ention calculations. The Southern Detention Swale has the southern portion of the parking lot and landscape areas flowing. to it. This treatment basin is 0.44 acres. The southern landscape island has a two foot wide bottom with 3:1 side slopes and is 1.75 feet deep. The Southern Detention Swale will have the outlet structure rim set 3" above the bottom of the swale to create a 3" deep permanent pool in the bottom for water quality purposes. The] 0 year storm event runoff for this southern basin (Basin 3 on the Proposed Drainage Map) is 0.35 cfs. A 2-]/4" diameter orifice is being used to control the outflow. The detained runoff from the Southern Detention Swale during the 10 year storm event is 0.15 cfs. The reduction is 57 pe\cent of detained runoff. The depth of water in the Southern Detention Swa}e during 1he 10 year storm event is 0.72 feet exCluding the permanent pool. An over flow is provided to pass the 25 year storm event and direct the nmoff to the public storm system. During the 25 year storm event, the swale gets] .23 feet deep exCluding the permanent pool which leaves a free board of 0.67 feet. See Appendix C for detention calculations. The rest of the parking area will be directed to double-compartment catch basins with filter inserts and then directed to the public storm line in 42nd Street. No detention will be provided for this area. Refer to Appendix B for Proposed Conditions Drainage Basin Map. Proposed Stormwater Connection The stormwater discharge from the site will connect into the existing 12" storm water lateral t)1at is located on the,north side of the lot. Date Received: DEe 1 1 2009 Original Submittal Appendix A Soil Maps and Soil Data Storm Drainage Evaluation Relief Nursery Date Received: DEe 1 1 2009 Original Submittal Soil Map---Lane County Area, Oregon t;; ~' ~ ~ 4402'14" 0 ~ 0 w_ ~ ~ ~ 0 ~- ~ ~ 0 w_ " . 0 0 0 ~- ~- Si ~- * 0 ~ ~- ~ 0 ~- ~ ~ 1- 0 . ~ ~- ~ 1- ~ ~- Si 0 ;;; ~- ~ 0 0 ~ ~- w . 4402'10" "- v ~ ~ N N ~ A 503060 503040 503060 Date Received: ~ w Map Scate: 1 :663 if printed on A size (8S)( 11""} sheet Aeters 30 o 5 10 2<) N ~ DEe 11 2009 ~ o 100 "-eet 150 25 50 USDA NaturaliResources =:: Conservation Service Web Soil Survey National Cooperative Soil Survey Original submittal->lt101Z00r Page 1 of3 ~ ~ w N ~ 44"2' 14" 44-2' 10" g ~ Depth to Water Table-Lane County Area, Oregon (Relief Nursery) , ~ ~ i1; i;; N '" o ~- '{! . 50301 0 44"2'17" 44"2'17" o ~ o ~- ~ '{! o ~ o ~- :;; ~ o ~ o -~ :;; . ~ o w- ~ '{! o m m ~- :;; . o ~ ~- '{! o ~ ~- '{! o ~ ~- ~ i- o . . ~- . 44"2'7" ~ . ~- ~ ~ . , 502920 I 502980 I 50301 0 I 503040 I I 503070 503100 Date Received: 44"2'7" b ~ ~ ~ 10 20 40 \.dO ers 60 i1; i;; /lAap Scale: 1:1.500 if prinl~ on A size (8.5" x 1''') sheet ~ ~ N A o o 50 100 200 ,t<.....1 300 DEe "1 2009 ~ ~ USDA "'~ Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey Original Submittal 9/10/2009 Page1of3 Depth to Water Table-Lane County Area, Oregon (Relief Nursery) MAP LEGEND MAP INFORMATION Area of Interest (AO!) Area of Interest (AOI) -~.- Soil Map Units Map Scale: 1 :1,500 if printed on A size (8.S" x 11") sheet. The soil surveys that comprise your ADI were mapped at 1 :20,000. Please rely on the bar scale on each map sheet for accurate map measurements. Salls 5011 Ratfngs G'iEJ 0.25 o 25-50 o .~o~- 10~ o 100.150 o 150.'00 C2J > 200 Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: UTM Zone 10N NAD83 This erod~ct is generated}rorn__the U~DA~NI3~S certifi~qdata as__o1,__ thei""versi6n "date(s) Iistetd below-. - - ~- - - --" Soil Survey Area: Survey Area Data: Lane County Area, Oregon Version 7, Aug 12,2009 Political Features C Cities Water Features Oceans Date(s) aerial images were photographed: 8/4/2005 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Streams and Canals Transportation Rails +++ - Interstate Highways US Routes 0 Major Roads .... <<5' > ..-'V Local Roads S' 0 !!!. III (f! C - c ITI CD V' n ;;:0 3 - ~ CD - 0 !!!. I'-> CD = <" fa CD a. USDA '"'------ Natural Resources Web Soil Survey 9/10/2009 r...nc:an,::r,ti,..n C:",,",,i,.,,, Depth to Water Table--Lane County Area, O~ Relief Nursery Depth to Water Table Depth to Water Table- Summary by Map Unit - Lane County Area~ Oregcln .... I M~p unit symbol I Map unit name; Rating (centimeters) . I Acres'in:A,pl" . Percent of AOI 129 'Cloquato silt loam >200 "7 (. .r;(.fJ!ET 0.4 30.0% ' i76 iMalabon-Urbanhnd >200 7~Sf.,F(6T. 1.0 I 70.0%: i ! complex I !Totals for Area of Interest 1.51 100.0% j Description "Water table" refers to a saturated zone in the soil. It occurs during specified months. Estimates oHhe upper limit are based mainly on observations of the water table at selected sites and on evidence of a saturated zone, namely grayish colors (redoximorphic features) in the soil. A saturated zOne that lasts for less than a month is not considered a water table, This attribute is actuaUy recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component. A "representative" value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. Rating Options Units of Measure: centimeters Aggregation Method', Dominant Component Component Percent Cutoff None Specified Tie-break Ru/e: Lower Interpret Nulls as Zero: No Beginning Month' Ja~uary Ending Month: Decernber Date Received: DEe 1 1 2009 Original submittal USDA ~.....,. Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/10/200S Page 3 of 3 Water Features-Lane County Area, Oregon Relief Nursery Water Features This table gives estimates of various soil water features. The estimates are used in land use planning '(hat involves engineering considerations. . I Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to One of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The four hydrologic soil groups are: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have mOderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. ~ . Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that hilVe a high water table, soils that have a claypan or clay layer at or near the surfac~, and soils that are shallow over nearly impervious material. These soils have a v~ry slow rate of water transmissi,on. If a soil is assigned to a dual hydrologic group (ND, BID, or CID), the first letter is for drained areas and the second is for. undrained areas. Surface runoff refers to the loss of water from an area by flow over the land surface. Surface runoff classe,s are based on slope, climate, and vegetative cover. The concept indicates relative runoff for very specific conditions. It is assumed that the surface of the soil is bare and that the retention of surface water resulting from irregularities in the ground surface is minimal. The classes are negligible, very low, low, medium, high, ar\d very high. The months in the table indica1e the portion of the year in. which a water table, ponding, and/or flooding is most likely to be a concern. ,I Water table refers to a saturated zone in the soil. The water features table indicates . , by month, depth to the top (upper limit) and base (lower limit) of the saturated zone in most years. Estimates of the upper and lower limits are based mainly On observations of the water table at selected sites and on evidence of a saturated zOne, namely grayish colors or mottles (redoximorphic features) in the soil. A , saturated zone that I~sts for less Ihan a month is not considered a water table. Date Received: DEe 1 1 2009 Original Submittal uso}\ """-..-,;ji Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 9/16/2009 Page 1 of.3 Water Features-Lane County Area, Oregon Relief Nursery Ponding is standing;water in a closed depression. Unless a drainage system.is installed, the water i,s removed only by percolation, transpiration, or evaporation. The table indicales syrface water depth and the duration and frequency of pOnding. Duration is expressed as vel)! briefif less than 2 days, brief if 2 to 7 days, long if 7 to 30 days, and vel)! long if more Ihan 30 days. Frequency is expressed as none, rare, occasional, and frequent. None means that ponding is not probable; rare that it is unlikely but possible under unusual weather conditions (the chance of pOnding is nearly 0 percent to 5 percent in any year); occasional that it occurs, on the average, once or les's in 2 years (the chance of ponding is 5 to 50 percent in any year); and frequent that it occurs, On the average, more than once in 2 years (the chance of ponding is more than 50 percent in any year). F/ooding is the temporary inundation of an area caused by overflowing streams, by rUnoff from adjacent' slopes, or by tides. Water standing for short periods after rainfall or snowmelt i,s not considered ftooding, and water standing in swamps and marshes is considered ponding rather than ftooding. Duration and frequency are estimated. Duration is expressed as extremely brief if 0.1 hour to 4 hours, vel)! brief if 4 hours to 2 days, brief if 2 to 7 days, long if 7 to 30 days, and vel)! long if more than 30 days. Frequency is expressed as none, very rare, rare, occasional, frequent, and very frequent. None means that ftooding is not probable; vel)! rare that it is very unlikely but possible under extremely unusual weather conditions (the chance of ftooding is less than 1 percent in any year); rare that it is unlikely,:but possible under unusual weather conditions' (the chance offtooding is 1 to 5 PE!rcent in any year); occasiona/thatit occurs infrequently under normal weather conq,itions (the chance of flooding is 5 to 50 percent in any year); frequent that it is likely to occur often under normal weather cOnditions (the chance of ftooding is more than 50 percent in any year but is less than 50 percent in all mon1hs in any year); !'and vel)! frequent that it is likely to occur very often under normal weather conditions (the chance of ftooding is more than 50 percent in all months of any year). The information is ba,sed on evidence in the soil profile, namely thin strata of gravel, sand, silt, or clay deposited by floodwater; irregular decrease in organic matter content with increasing depth; and little or nO horizon development. Also cOnsidered are Ibcal information about the extent and levels of ftooding and the relation of each soil on the landscape 10 historic ftoods. Information on the extent of flooding based on ~oil data is less specific than that provided by detailed engineering surveys that delineate ftood-prone areas at specific flood frequency levels. Date Received: DEe 1 1 2009 USDA ~> Natural Resources Conservation Service ,",.;~;n::ll Submittal___.__- 9/16/2009 Page 20f 3 Web Soil Survey National Cooperative Soil Survey Water Features-Lane County Area, Oregon o ~ .0' 3' !!t (j) C fJ 3 [f Report-Water Features Map unit symbol and soil "name Hydrologic group Surface runoff . 'CI6quato- 29-Cloquato silt loam I 8 B Month Water Features- Lane County Area, Oregon Water table JanuarY Upper limit Lower limit Ft Ft Surface depth Ft Ponding. Dura'tio~ . Frequency None Duration Very brief _ _.n.___~____ ____n__.___ .-...------- ..__..__ ..._..___._____, _______.______ __ ."____.__~_ _____. ____ ._u Very brief February ------~--- ------..-_._. .___n______..____.__ .n__._'___.._._______ _.________~___. _".'__'__'___m___ ...____.._" . __...__. _____ B B B 76-Ma!abon~Urban land complex Malabon I. Urban land ~ n o m - CD ;:0 CD o CD <' CD a. - - ~ ~ c o Data Source Information Soil Survey Area: Survey Area Data: March November December Jan-Dec Jan-Dec Lane County Area, Oregon Version 7, Aug 12, 2009 lISDA ""--= Natural Resources Conservation Service None None ..-----..-.------... - .-.--------.-.-. .--.-----------.,.- Web Soil Survey National Cooperative Soil Survey None None None None Very brief Very brief Very brief Relief Nursery Flooding Frequency Occasional Occasional Occasional Occasional Occasional 9/16/2009 . Page 3 of3 " d Table C"2 RUNOFF CURVE NUMBERS Runoff curve numhl':rs for urha~ areas* Cover descri tion Cover tyoe and hYdrolo.e.ic condition Open space (lawns, parks, golf courses, cemeteries, etc.): Poor condition (grass cQve(<50%) Fair condition (grass Cover 50% to 75%) Good condition (grass cover> 75%) Impervious areas: Paved parking lots, roofs, driveways, etc. (excluding right- of-way) Streets and roads: Paved; curbs and stann sewers (excluding right-of-way) Paved; open ditches (induding right-of-way) Gravel (including right-of-way) Dirt (including right-of-way) Urban districts: Commercial and business Industrial Residential districts by average lo(size: 1/8 acre or less (town houses) l/4 acre ' 1/3 acre 1/2 acre ] acre 2 acres , Runoff curve numbers for other a~riculhJrallands* .flver description Cover type Pasture; grassland, or range-continyous forage for grazing <50% ground cover or heavily grazed with no mulch 50 to 75% ground Cover and not heavily grazed >75% ground cover and, lightly or only occasionally grazed Meadow-continuous grass, protect~d.from grazing and generally mowed for hay Brush--weed-grass mixture with bmsh as the major element <50% ground cover 50 to 75% ground cover >75% ground cover Woods-grass combination (orchard, or tree farm) Stonnwater Management Manual Eugene July 2006 '> Curve Dumbers forhydroloe:ic sOil1!:rOuD Average percent impervious area A B C D 68 79 86 89 49 69 79 84 39 61 74 80 98 98 98 98 98 98 98 98 83 89 92 93 76 85 89 91 72 82 87 89 85 89 92 94 95 72 81 88 9] 93 65 77 85 90 92 38 6] 75 83 87 30 57 72 8] 86 25 54 70 80 85 20 51 68 79 84 12 46 65 77 82 Hydrologic condition Curve numbers for hydroloe:ic soil1!:ro~ A B C D 68 79 86 8<; 49 69 79 84 39 61 74 80 30 58 7] 78 48 67 77 83 35 56 70 77 30 48 65 73 57 73 82 86 43 65 76 82 32 58 72 79 Date Receive\..: DEe f f 2009 Original Submittal Page C-4 Poor Fair Good Poor Fair Good Poor Fair Good Runoff curve numbers for other 'al?riculturallands* Co~er description Curve numbers for hydroloeic soil ero~ Hydrologic condition A B C I Poor 45 66 77 8, Fair 36 60 73 7' Goo9 30 55 70 T Cover type Woods Forest ritter, small trees, and brush are destroyed by heavy grazing or regular'bumiflg. Woods are grazed but not burned, and some forest litter covers the soil. Woods are protected from grazing, and litter and brush adequately cover the soil. Runoff curve numbers for Simplified Approache~** ~over description Curve numbers for hYdrologic soil grOUD Hydrologic condition A B C D Good nla 6] nla nJa Good nla 48 nla nla Good nla 48 nla nJa Good nla 48 nJa nla 76 85 89 nJa 36 60 73 79 36 60 73 79 Simplified Approaches Eco.,.roof Roof Garden Contained Planter Box Infiltration & Flow-Through Planter Box PerVious Pavement Trees New and/or Existing Evergreen New and/or Exisling Deciduous . nJa - Does not apply_ as design criteria for the relevant mitigation measures do not include the use of this soj} type. * Soil Conservation Service, Urban Hydrology Jar Small Watersheds, Technical Release 55, pp. 2.5-2.8, June 1986, HCNs of various cover types were 'assigned to the Proposed Simplified Approaches with similar Cover types as follows; Eco-roof - assumed grass.in good condition with soil Type B. Roof Garden - assumed brush-weedc.grass mixture with >75% ground cover and soil type B. COnIained Planter Box - ~ssumed brush-weed-grass mixture with> 75% ground cover and soil type B. Infiltration & Flow-Thro~'gh Planter Box - assumed brush-weed-grass mixture with >75% ground cover and soil type B. " Pervious Pavement ~ assu'med gravel. Trees - assumed woods with fair hydrologic conditions, Note: To determine byd~ofogic soH type, consult local USDA Soil Conservation Service Soil Survey. Date Receivcc.:: DEe 11 20Q9 Original Submittal Stormwater Management Manual Eugene July 2006 Page C-5 Appendix B Proposed Drainage Basin Map Storm Drainage Evaluation ReLief Nursery Date Received: DEe 1 1 2009 Original Submittal ~ <:~~,:- ~ ~ 8 . ~ ~ d ~ ~ ~ " ~ - ~ ~ u "< [:0- ~~ 00 i~ ~ 8 2 << ~ ~ g ::, . I :""') , ~.lJ~, ~ ~ :;'; BASIN 3! q BAS~N}:~ I ~ ,f9P') · . ~i~'j\ - .~<" _m,' .; ~ j BASiN 1 ~~' ~rf ----12" I ~. .1 lr = ~ ~i ,1 ~ ~ it ~: I ;.~\L~-Tj( . I'.'.:J [ :~~; r; -.~ I > .' ?jJ 7j'~! Pi, '. Ii - " r-y---: c-" / 1 ~ ~ - J~~____________________ _ L__________1e___ ~ - ~ ~~l~~ . ~l-. :;.~. C', :~.,..: {. \;....:...: :.,,; /::::.:7.,_ >-,.:.":/~:':' :~:::;.: ~',~ \. SOO't'r.I!b(1.:w...,.~',::~13a4,oo.:r;'~:.':;:'::'?,::~::"':::"':~ );<}'~<.,.;.:':. \.:... ~ .!.~.'.;;': ~... .\<:.:~,t t:'-:. .:.-:::~ -~-~--------------------------------------------~----~---- .... "'0 o ~a a~ o _ o o ~ '" o <0 a, o . f t ~ Ii soom'oo"w 357.04 ~ ~ u ~ ~ ~ 0, .-& [t . -.-.... BASIN 6 AREA: o. f 7 ACRES . ~ BASIN 5 AREA: 0.' 12 ACRES ~ o I ~. ".", ._.,,,'~. ------- .' ~----- I ./ '~'. --Sf' i . ;, ~ S. 42ND STREET ----_~--I~------------ ---------------"r:-:-.,...,..r---~"T_-.~""---------- , ,,,,,~.""/7 I""" "'.. ,.' , ,'.', '.". ...,"';, ',.,.". "f.e 1-';., ''C,.. ....;y:."c':c .'" ,'" ",' .,.., "', ,,' ""," ,";" .' ..;. "'.'\" ",..,.~ "'<1" '.'.... f...,,~ , DRAINAGE BASIN MAP REUEF NURSERY SPR1NG~iJ!.J), LANE COUNTY, OREGON NOVEMBER 30, 2009 SCALE 1"=40' Date Received: DEe 1 1 2009 Origi'ria,1 submittal ~- 40 80 I I @Bran~Engineering, Inc, Beadqoarlen Salem Office 310 Fifth Street 147 Commercial st. NE, Springfield, Oregon 97477 Suite 10 (541) 746-0637 Salem, Oregon 97301 (503) 779-2577 www~B!anchEngineering.com Civil . Structure. . Transportation' Geotechnical . Surveying PROJECT #08-114 ~. Storm Drainage Evaluation Relief Nursery Appendix C Storm Water Detention Calculations Date Received: DEe 1 I 2009 Original Submittal Storm Drainage Evaluation Relief Nursery LandscanePond Detention Calculations Using the Santa Barbara Urban Hydrograph method, the runoff is determined below: ******************** S.C.S. TYPE-IA DISTRIBUTION *""...**""...*""****""...*""*** ***..-***** IO-YEAR 24c-HOUR STORM ->-*** 4.30" TOTAL PRECIP. ******** ~-~-------~----------------------------------------------------- ENTER: A(PERVj, CN{PERV), A(IMPERV), CN{IMPERV), TC FOR BASIN NO. 1 0.16,80,0.39,98,10 DATA PRINT-OUT: AREA (ACRES) PERVIOUS IMPERVIOUS Te(MINUTES) A CN A CN .5 .2 80.0 ., 98.0 10.0 PEAK-Q (eFS) T- PEAK(HRS) VOL (CU-FT) .48 7.83 7081 RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE SPECIFY [d:] (path]filename{.ext] OF ROUTING DATA 081141.rd . DISPLAY ROUTING DATA (Y or N)? y ROUTING DATA: STAGE (FT) 485.00 485.25 485.50 485.75 '186.00 '186.25 DISCHARGE (CFS) .00 .12 .14 .IS .17 .88 STORAGE (CU-FT) .0 269.0 570.0 903.0 1269.0 1670.0 PERM-AREA (SQ-FT) .0 .0 .0 .0 .0 .0 AVERAGE PERM-RATE: .0 MINUTES/INCH ENTER [d:] [pathjfilename[.ext] OF COMPUTED HYDROGRAPH: OB1l4bLIOy INFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW{CrS) PEAK-OUTfLOW {CFS} .48 .16 OUTFLOW-VOL (CU-fT) 6976 INITIAL~STAGE{FT) TrME~OF-PEAK{HRS) .00 8.67 PEAK-STAGE-ELEV{FT} 485.84 PEAK STORAGE: 1030 CU-FT Date Received: DEe 1 1 2009 Original Submittal Landscaoe Pond Detention Calcnlations (continued) ******************** S.C.S. TYPE-IA DISTRIBUTION ******************* ********* 2S-YEAR 24-HOUR STORM **** 4__80" TOTAL PRECJP. ..****..... -------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A (IMPERV), CN{IMPERV}, TC FOR BASIN NO. 1 0.16,80,0.39,98,10 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTESl A CN A eN .5 .2 80_0 .4 98.0 10.0 PEAK-Q(CFS) T-PEAK(HRS} VOL (CU-FT) .55 7.83 8035 RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE SPECIFY [d:] [path] filename [ . ext] OF ROUTING DATA Q81141.rd DISPLAY ROUTING DATA (Y or N)? y ROUTING DATA: STAGE (FT) 485.00 485.25 485.50 485.75 486.00 486.25 DISCHARGE (eFS) .00 .12 .14 .15 .17 .88 AVERAGE PERM-RATE: .0 MINUTES!INCH STORAGE (CU-FTl .0 2.69 _0 570.0 903.0 1269 _0 1670.0 PERM-AREA (SQ-FT) .0 .0 .0 .0 .0 .0 ENTER [d:] [pa th 1 f i 1 ename [ . ext J OF COMPUTED HYDROGRAPH: 08114b1.25y INFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW (CFS) PEAK-OUTFLOW (CFS) .55 .17 INTTIAL-STAGE{FT) TIME-OF-PEAK(HRS) _00 8_67 PEAK STORAGE: 1250 CU-FT OUTFLDW-VOL(CU-FT) 8079 PEAK-STAGE-ELEV(FT} 485_99 Storm Drainage Evaluation Relief Nursery Date Received: DEe 1 1 2009 Original Submittal , Northern Detention Swale Calculations Storm Drainage Evaluation Relief Nursery ~~~***************** 5.C.5. 'TVPE-IA DISTRIBUTION ******************** ..******ot* IO-YEAR 24-HDUR STORM **** 4.30" TOTAL PREelP. *****.......,. --------------------------------------------------------------------- ENTER: AIPERV), CN{PERV), A (IMPERV) , CN(IMPERV), TC fOR BASIN NO. 0.06,61,0.29,98,10 DATA PRINT-OUT: AREA (ACRES) PERViOUS IMPERVIOUS TC(MINUTES) A CN A CN .3 .1 61.0 .3 98.0 10.0 PEAK-Q(CFS) T-PEAKfHRS) VOL (CU-FT) .30 7.83 4487 ENTER [d:] [path)filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: OBl14B4.10y RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE SPECIFY [d: J [path] filename;[ .ext;) OF ROUTING DATA 08114n.rd DISPLAY ROUTING DATA (Y or N)? y ROOTING DATA: STAGE (FT) 484.75 485.00 485.25 485.50 485.75 486.00 DISCHARGE (CFS) .00 .12 .14 .15 .17 .71 STORAGE (CU-fT) .0 133.0 313.0 544.0 824.0 1156.0 PERM-AREA (SQ-fT) .0 .0 .0 .0 .0 .0 AVERAGE PERM-RATE: .0 MINUTES/INCH ENTER [d:J [pathJfilename[.extJ' OF COMPUTED HYDROGRAPH: 08114b4.10y INFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW (CFS) PEAK-QUTFLOW(CFS) .30 .14 QUTFLOW-VOL(CU-FT) 4451 INITIAL-STAGE(FT) TIME-OF-PEAK(HRS) .00 8.17 PEAK-STAGE-ELEV{FT) 485.33 PEAK STORAGE: 390 CU-FT Date Received: DEe 1 1 2009 Original Submittal Northern Detention Swale Calculations (continued) ~*****~7* 25-YEAR 2/!-HOUR STORM ******************** 5.C.5. TYPE-IA DISTRIBUTION ******************* 4.80" TOTAL PRECIP, ...*****-> Storm Drainage Evaluation Relief Nursery ~-~------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV}, TC FOR BASIN ~O. 1 0.06,61,0.29,98,10 DATA PRINT-OUT: AREA[ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A eN A eN .3 .1 61. 0 .3 98 _ 0 10.0 PEAK-Q {CFS} T-PEAK(HRS) VOL(CU-FT) .34 7.83 5073 RESERVOIR'ROUTING INFLOW/OUTFLOW ROUTINE SPECIFY [d:] [pathI filename [ .ext] Of ROUTING DATA 08114n.rd DISPLAY ROUTING DATA (Y or N)? y ROUTING DATA: STAGE (FT) 484- 75 485.00 485.25 485.50 485.75 486.00 DISCHARGE (CFS) .00 .12 .14 .15 .17 .71 STORAGE (CU-FT) .0 133.0 313.0 5q4 .0 B24.0 11 5 6. 0 PERM-AREA (SQ-FT) .0 .0 .0 .0 .0 .0 AVERAGE PERM-RATE: .0 MINUTES!INCH ENTER [d:] [path] filename [ .ext] OF COMPUTED HYDROGRAPH: OBl14b4.25y INFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW (CFS) PEAK-OUTFLOW(CFSl .34 .15 OUTFLOW-VOL,{CU- FT 1 5177 INITIAL-STAGE (FT) TIME-DF-PEAK(HRS) .00 8.33 PEAK-STAGE-ELEVIFT} 485.43 PEAK STORAGE: 470 CU-FT Date Received: DEe 1 1 2009 Original Submittal . Storm Drainage Evaluation Relief Nursery Southern Detention Swale Calculations Using the Santa Barbara Urban Hydrograph method, the runoff is determined below: ******************** S.C.S. TYPE-IA DISTRIBUTION ******************** ******,*** IO-YEAR 24-HOUR STORM **** 4.30" TOTAL PREelP. ******** ------~----~~---~---------------------------------------------------- ENTER, A(PERV), CN(PERV), A (IMPERV) , CNIIMPERV), TC FOR BASIN NO. 2 0.12,61,0.33,98,10 DATA PRINT-OUT, AREA (ACRES) PERVIOUS IMPERVIOUS TCIMINUTES) A CN A CN .5 .1 61.0 .3 98.0 10.0 PEAK-Q(CFS) T-PEAK (HRS) VOL (CU-FT) .35 7.83 5288 RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE SPE~IFY [d:] [path] filename [ .ext] OF ROUTING DATA 081145. rd DISPLAY ROUTING DATA (Y or N)? y ROUTING DATA, STAGE(FT) 484.75 485.00 485.25 485.50 485.75 486.00 DISCHARGE (CFS) ..00 .12 .14 .15 .17 .71 STORAGE (CU- FT) .0 125.0 298.0 52J.0 794.0 Jl20.0 PERM-AREA (SQ-FT) .0 .0 .0 .0 .0 .0 AVERAGE PERM-RATE, .0 MINUTES/lNCH ENTER Id,] [path]filename[.ext] OF COMPUTED HYDROGRAPH, 08Jl4b3.IOy INFLOW/OUTFLOW ANALYSIS: PEAK-INFLOW (CFS) PEAK-OUTFLOW [CFS) .35 .15 OUTFLOW-VOL (CU-FT) 5291 INITIAL-STAGE (FT) TIME-OF-PEAK(HRS) .00 8.33 PEAK-STAGE-ELEV,( FT) 485.47 PEAK STORAGE, 480 CU-FT Date Received: DEe 1. t 2009 Original Submittal Southern Detention Swale Calculations (continued) ******************** s.c_s. TYPE-1A DISTRIBUTION ******************** ********* 25-YEAR 24-HOUR STORM **** 4.80" TOTAL PRECIP. ********* Storm Drainage Evaluation Relief Nursery ENTER, A(PERV), CN'(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO.1 0.12, 61,0.33, 98,10 DATA PRINT-OUT, AREA (ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .5 .1 61. 0 .3 98.0 10.0 PEAK-Q(CFS) T-PEAK(HRS) VOL ICU-FT) .40 7.83 6008 RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE SPECIFY [do) [path]fi1enamel.ext] OF ROUTING DATA 08114s.rd DISPLAY ROUTING DATA (Y or N)? y ROUTING DATA, STAGE 1FT) 484.75 485.00 485.25 485.50 485.75 486.00 DISCHARGEICFS) .00 .12 .14 .15 .17 .71 STORAGE ICU-FT) .0 125.0 298.0 521. 0 794.0 1120.0 PERM-AREAISQ-FT) .0 .0 .0 .0 .0 .0 AVERAGE PERM-RATE, .0 MINUTES /INCH ENTER [d:J [path]filename[.extl OF COMPUTED HYDROGRAPH: 08114b3.25y INFLOW/OUTFLOW ANALYSIS, PEAK-INFLOW (CFSI PEAK-OUTFLOWICFSI .40 .16 OUTFLOW-VOL (CU-FT) 6095 INITIAL-STAGEIFTI TIME-OF-PEAKIHRS) .00 8.33 PEAK-STAGE-ELEVIFT) 485.58 PEAK STORAGE, 610 CU-FT Date Received: DEC.' , 2009 Original Submittal ,~ L/THDN/A L/GHT/NO" - FEATURES & SPECIFICATIONS INTENDED USE -Ideal for parking.areas, street lighting, walkways and car lots. CONSTRUCTION - Rugged. die-cast, soft corner aluminum housing with 0.12" nominal wall lhickn'ess. Oie-cast door frame has impact-resistant, tempered ,glass lens that is fully gasketed with one-piece tubular silicone. FINISH - Standard finish is dark bronze (ODB) polyester powder finish, with other architec- tural colors available. -'OPTi'CA'l:'SV'i;!EM - Anodized: aiu'm'i~'~';;'- hyd';~fo;~~d-'~~-'le~tor~~'IE~ 'iull'~ut~ff di~t~ibuli~~s"l R2 (asymmetric), R3 (asymmetric), R4 (forward throw) and R5S (squarel are Interchangeable. High-performance ano(]lzea"segmented aluminum reflectors IES full cutoff distributions SR2 ; (asymmetric), SR3 (asymmetric) and SR4SC (forward throw, sharp cutoff), Segmented reflec. -Jrc<c~tt".~ ,,,,th t,,~I-If!sS fllstf!ners Ilndllre rotatable Rnd intP.rch?:,"""hl,' ELECTRICAL SYSTEM - Ballast: High pres'sure sodium: 70-150W is high. reactance, .high power factor. Constant wattage autotransformer for 200-400W. Melal halide: 70-150W is high reactance, high power factor and is standard with pulse-start ignitor technology. 'SCWA" not required. Constant wattage autotransformer for 175-400W. Super CWA [pulse start ballastl, 88% efficient and EISAlegistation compliant, is required lor metal halide 151-400W (SCWA option) for US shipments only. CSA, NOM or INTL required for probe start shipments outside of the US. Pulse,start ballast (SCWA) required for 200W, 320W, or 350W. Ballast is 100% factory-tested. Socket: Porcelain, horizontally oriented medium base socket for 70'150M. Mogul base socket for 175M and above, and 70-400S, with copper alloy. nickel-p lated screw shell and center contact Ul listed 1500W,600V. LISTING - Ullisted (standard). CSA Certified (see Options); UL listed for 250C ambient and wet locations. IP65 rated in accordance with standard IEC 529 Specifications subjeclto change without notice. I Catalog Number . KAD-250M-R3-TB-PULSE START -RPD-DWH-LPI I Notes IType SPRINGFI~LD RELIEF NURSERY 51/51 A l"(o.l ~ .1l0A'.1 ~..J> ~ ~ S~ft Square Lighting Specifications EPA: 1.2ft.2 'Weight 35.9 Ib, (16,28 kg) length: 17-112" (44.5 em) Width: 17.1/2" 1445 em) Depth'7.1/8" 118.1 em) "Weight as configured in example below. c ~4" I 110.2 em) KAD MH: 70W-400W HPS: 70W-400W 20" to 35' Mounting -r 7.1/8' (16.1 em) -.L 17.1/2" (44.5 em) ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). Example: KAD 400M R3 TB SCWA SPD04 LPI PULSE START RPD TYPE S1A W/HS DWH LPI I I I I (blank) Magnetic ~ l.<ruJlh" ballast SPD_ Square 04 4" ann CWI Constant pole IE 6"arm wattage RPO~ Round 09 9" arm isolated pole :;:/~//t.::' ~ WBD Wall 12 12"arm bracket SCWA Super WWD Wood pole or CWA wall pulse start DAD12P Degree arm ballast (polelll NOTE:Forshipments DAD12WB Degree arm toU.S.territories, (wallj11 SCWAmustbe WBA Decorative wall specifiedtocomply bracketll.12 with EISA. KMA Mast arm \ external fitter KTMB Twin mounting bar KAO 250M R3 TB R I I Watt~ge I I Voltage I KAD Mili1 JfuJh 120 b.aliJ!.J> ~ 2087 70Ml,2 sodium1 2407 100M1 70S 277 150M 1005 347 175M 1505 4807 200M' 2505 TB' 250M 4005 23050HZ' 320M3 Ceramic ~ 350M3 halide 4ODM' 70MHC1.2 lOOMHC1 150MHC Ballast I I Distribution Hvrlrnfnrmp.n refll'lctnrs R2 IES type II asvmmetric5 f . ~~:lt~!i:l~::l,":m,~tilc'.J R5S IES type V square Sp.nmp.ntl'n 'fp.flp.~tnr';iS SR2 IES type II asymmetric~ SR3 IES type III ~symmetric5 SR4SC IES type IV forward throw Optional multi-lap ballast 1120. Z08, 240, 277V;in Canada: 120,277,347V). 9 Consult factory for available wattages. 10 9" arm is required when two or more luminaires'are orientBd on a 900 drilling pattern. 11 Ships separately. 12 Available with SPD04 and SP009. 13 Must specify voltage. N/A with TB. 14 Only available with SR2, SR3. & SR4SC optics. 15 Max allowable wattage lamp inctuded. 16 Maybe ordered as an accessory. 17 See www.lithonia.com/archolors for additional color options. 18 MListbe.specilied. 19 MustuseRP009 NOTES: 1 Not available with SCWA. 2 Not available with 480V. 3 Must be ordered with SCWA. 4 Reduced jacket ED28 required for SR2, SR3 and SR4SCoptics. 5 House-side shield available. 6 Segmented reflectors not available withQRSTD. Must specify CWI lor use in Canada. , Outdoor Mounting II Options Sb.iJJnerl in.<:tAl!erlin fixtunl. SF Single fuse 120,277, 347V13 OF Double fuse 208, 240, 48013 PO Power tray14 PER NEMA twist-lock recep- tacleonly-lno photocontrol) QRS Quartz restrike system15 QRSTO QRS time delayll.15 WTB Terminal wiring block14 HS House-side shield CSA CSA Certified INTl Available for MH probe start shipping outside the U.S. Shinned sAnAmlAlv16 PEl NEMA twist-lock PE (120, 20B" 240V) PE3 NEMA Iwist-loek PE (347V) PE4 NEMA twist-lock PE (480VI PE7 .NEMA twist-lock PE (277V) SC Shortening cap for PER vDa~B, ~~"ceived: WG Wire guard DEe 1 1 2009 Oriainal ~i",1 Order as separate calalognumber. Number offiKlures Tenon Mounting Slipfiner Tenon 0.0. One Two@180o 2.3/8" T20.190 T20.280 2.7/8" T25-190 T25.280 4" T35.190 T35.280 KADVG Vandal guard KAOWG Wire guard Two@90o 120-29019 T25-29019 T35-29019 Three@1200 120-32019 T25.320 T35.320 Sheel #: KAD-M-S lamplB LPI Lamp included LJlP less lamp Finishl1 (blank) Dark bronze DWH White DBl Black DMB Medium bronze DNA Natural aluminum ia J NIGHTTIME '" i FRIENDLY Co'n;istent with liEO' goal~ &.G,eenGlobes"'crite,ia fo'llghtpGllutlonreducbon Three@90o Four@90o T20-39019 T20-49019 T25-39019 125-49019 T35.390'9 T35-49019 AL-370 ~ ~ i. i I I. I ! ~ " ~ < . o' :: ~ .t ~_ ,0, , ~~ c[;:i ,. ~~ o~ ~~ ~ - G~ n -s~ . . ., ,- '. U ~t - " ,,., ~~ 8" ~~ ~- .it f!:ag ~i~ S-6'o ~~'S ~~.~ . :;).~, . ~i~!i I .. I \ ~+>- co I)~ (I / I / I / ~',~V" J z ~~~ I -- j / tS[I) ~BtS". ' / -( O'v'V::>'" , =, I :1 ./ ! ~i - r:::- /'" ----- ~. I.,_'i " -7d' . ,y..OO\\~/:' ~. I ~';. ~I . . . ~S~S:.-- --V j,,-4 \'. r - U1J iJ:/- I I . Y I I . [I II \ ~(J1 "il om \ "'c O(J1 S;:I l55b[ LARGE VEHICLE SIMULATION FOR o PROPO::i1SlJ REUEF NURSERY . SPRlNGFIEW, OREGON NOVEMBER 13, 2009 ------- <';;:J_ /' c:=:> (/ ~ ( Q ~ ~ if , I i I ~I @Branch Engineering, Inc. Headquarters Salem Office 310 Fifth Street 147 Commercial St. NE, Springfield. Oregon 97477 Suite 10 (541) 746-0637 Salem, Oregon 97301 (503) 779-2577 www.BranchEngineering.com .Civil' Structures' Trsnsportation . Geotechnical' Surveying Q -L --- r- 40.00 ~ c:=:> I i - ~i ~L_ ., , I. n n 20.00 7.00 S-BUS-40 Date Received: feet 8.00 8.00 6.00 34.40 Original Submittal Width Track Lock to Lock Time Steering Angle . DEe 1 1 2009 r:~ I .' i r..<J I . I . I . I c I. . I ! i' ! '" ,. ~ , .~ . ! < i, i~ I I i. < , . ^ , ~ I" [ I ! \.:..-.:~ . ~, , % " I , I, I i. :1 ;- '- Date Received: 1 r DEe 1 1 2009 ~ o ,. f 10 I EXPIRES: JUNE 30, 2011 I 20 PROJECT# 08-114 ~ I I I I I I I I I I I I I I I I I I I TRIP GENERATION STUDY FOR PROPOSED RELIEF NURSERY Springfield, Oregon October 1, 2009 Prepared for: RELIEF NURSERY 1720 West 25th Avenue Eugene, Oregon 97405 Phone (541 )343-9706 Prepared by: BRANCH ENGINEERING, INC. 310 Fifth Street Springfield, Oregon 97477 Phone (541) 746-0637 Fax (541) 746-0389 Project No. 09-138 @ - r Date Received: DC:: , 1 2~~9 Original SublTllttal -- - .' I' TRIP GENERATION STUDY FOR , , PROPOSED RELIEF NURSERY . .. Springfield, Oregon October 1, 2006 Prepared by: EXPIRES: JUNE 30, 2011 BRANCH ENGINEERING, INC. . 310 Fifth Street Springfield,Oregon97477 . Phone (541) 746-0637 Fax (541) 746-0389 @ 'fr' Date Received: , i , DEe 1 1 zcng Original submittai I I I I I I I I I I II Ii I I II II / II II II :II Relief Nursery, Springfield, Oregon TriD Generation Stud'! INTRODUCTION The purpose of this report is to document the trip generation study performed for the Relief Nursery proposed in Springfield Oregon. The representative sample site was the existing Relief Nursery in west Eugene near the intersection of 25th Avenue and Chambers Street. This study has been prepared due to the unique nature of this land use and the lack of accurate published data necessary to project site generated traffic. This information will be useful for establishing a trip generation rate to apply to the proposed new facility so accurate transportation systems development charges can be assessed, and for determining if a Traffic Impact Study will be required by Springfield Development Code. The typical traffic consists of Relief Nursery families, staff and volunteers.. The Relief Nursery is a non-profit program that strengthens high risk families and keeps their vulnerable young children safe and healthy. This report strives to establish an accurate local trip generation-rate to apply to the proposed development in Springfield, Oregon. Included in this report are summaries of the observed daily site generated traffic at the existing nursery, and projected average daily trip generation rates for a proposed development. SURVEYED SITES VehiCle traffic counts were performed by Branch Engineering, Inc. staff during the months of August of 2009, between the hours of 8:45 AM and 4:15 PM. The counts were taken two consecutive days' at Relief Nursery in Eugene. The counts were within 12-percent of one-another, which was 'considered reasonably close to expected day- to-day fluctuations, so no further observations were considered necessary to establish confidence in the data. Relief Nursery officials have indicated they were at or near full attendance at the time of observation. The,client supplied some information regarding number of students enrolled (60), the total number of classrooms (6) and the existing Relief Nursery building size (14,000 square foot). A summary of the observed volumes for each day is included in this report (see Appendices). "'l Date Received: [ i nFr I \ 2JG9 Branch Engineeri.rg-;rnc,,- Page 1 of 3 Original SubmittaL_____. L I I I I I I I I I I I I I I I I I I I I I i Relief Nursery, Springfield, Oregon Trio Generation Study The following table summarizes the observed site generated traffic at the existing surveyed Relief Nursery in Eugene: ,I '! I, I I OBSERVED TRIP GENERATION (Daily) II Surveyed Site Date Number of Units Average Daily Trips Average Rate per Unit 14,000 Sq. Ft. 248 17.71 per Sq. Ft. August 11, Relief Nursery 2009 1720 West 25th Ave, Eugene 60 Students 248 4.13 per Student 14,000 Sq. Ft. 220 15.71 per Sq, Ft. . Relief Nursery August 12, 1720 West 25th Ave, Eugene 2009 60 Students 220 3.67 per Student ----- Based on,the above data, the existing Relief Nursery generates a daily average rate of 16.71 and 3.90 total vehicle trips per 1000 square feet of gross floor area and student, respectively. PROPOSED DEVELOPMENT The proposed Relief Nursery will include 15,088 square feet of gross floor area and it would be an additionai'full-service site located in Springfield. The projected enrollment is 50 students. TRIP GENERATION The trip generation rates established herein were applied to the applicable variables for the proposed new facility. The following table lists the proposed development variables and the associated projected site generated traffic: Date Received: DEe I 1 2009 " , B~anch Engineering, Inc. - Page 2 of 3 Original Submittal I I I I I I I I I I I I I I I I I I I , ' Relief Nursery, Springfield, Oregon TriD Generation Studv Ii PROJECTED TRIP GENERATION (Daily) ___I Land Use Number of Units Average Daily Trips Average Rate per Unit 16.71 Trips per 15,088 Sq. Fl. 1,000Sq.FI. 252.12 Proposed Relief Nursery, Springfield 3.90 Trips per Student 195,0 50 Students Average Daily Trips 223.56 I JI CONCLUSION Based on the study performed herein, the projected site generated traffic associated with the new Relief Nursery in Springfield is 224 average new daily vehicle trips. Therefore, based on Springfield Development Code Section 4.2-105(4), a Traffic Impact Study should not be required by the City of Springfield for this project, as the proposed development will not generate more than 500 daily vehicle trips, there is not a request for a variance from the transportation provision in code, and there were no known street capacity or safety concerns at the Development Issues meeting. : if Date Received: f~' ,,-. DEe 1 1 2009 .Originsl submittal Branch Engineering, Inc. - Page 3 of 3 I I I I I I I I I I I I I I I I I I I i Date Received: ! I DEe 1 1 2009 Original Submittal APPENDICES -....~ -""""--.,,.,. --- 'I , RELIEF NURSERY 8/11/2009 TRAFFIC COUNTS 9:00AM TO 4:00PM II HOUR STAFF STUDENTS Visitors /Other BUS . TOTAL I IN OUT IN OUT IN OUT IN OUT Before 9:00 AM 26 1 27 9:00 'to 7 19 17 1 1 H 2 47 lO:oo'AM 10:00 to 2' 1 8 11 2 2 1 2 29 11:00 AM 11:00 to 4 6 I 7 2 3 3 .1 26 1112:00 PM 12:00 to 5 9 11 14 2 2 .2 4 49 1:00 PM 1:00 to 10 17 2 29 2:00 PM I 2:00 to 4 5 1 2 3 1 16 3:00 PM 3:00 I to 2 6 1 9 4:00 PM I After 16 16 J 4:00 PM ~TAL ..._ 60 60 47 44 11 11 I 9 .6 248 f Date Received: "! Garbage Truck In/Out at around 9:30 AM r Bicycle In/Out before 9:00 AM and 3:00 PM ! DEe 1 I 2009 Original :!1ui;;milta' , - .' ., I , , I RELIEF NURSERY 8/12/2009 I TRAFFIC COUNTS 9:00AM TO 4:00PM I fHOUR STAFF STUDENTS Visitor /Other BUS TOTAL I' IN OUT IN . OUT IN OUT IN OUT, I Before 9:00 AM 35 35 I 9:00 to 4 7 12 13 2 1 1 40 10:00 AM I 10:00 to 5 10 2 1 1 2 2 1 24 11:00 AM I .11:00 I I I to 5 3 5 4, 2 2 21 12:00 PM , i 12:00 I to 2 6 18 17 3 46 1:00 PM I 1:00 to 4 7 1 2 14 2:00 PM I II 2:00 I to 1 9 3 1 1 15 3:00PM .- I 3:00 to 2 5 1 2 2 12 4:00 PM I I After 'I 4:00 PM 13 13 I I TOTAL 58 60 I 40 38 . 7 7 6 4 n 220 ...J I Vehicles parked on-street (3) "walking in/out" Relief nursery between 11AM and 1PM. One vehicle parked in parking lot carrying a bicycle and then went ouside with his bike (leaving car in the parking lot). r Date Received: ! I One mail truck went in/out at 11:00 AM 0:: 1 t 2009 I Original submittal -