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Home My WebLink AboutPacket, Pre PLANNER 11/21/2007 .. PRE-SUBMITTAL DISTRIBUTION LIST: Date Distributed: \ l-ll-Ol /' Dave Puent - Building /' Gilbert GordonlMelissa Fechtel- Fire ~ Gary McKenney - Traffic ~Matt Stouder- Public Works/Engineering / Les Benoy - Public W orks/Engineering Dennis Ernst/Jon Driscoll, Surveying Planner. ~..we.- City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 541-725-3753 Phone, 541-726-3689 Fax , Pre-Submittal Meeting Case NumberAssigned: PRE2007~00081 Date Submitted: 11/20/2007 APPLICANT: . SPRINGFIELD SCHOOL DISTRICT 19 525 MILL ST SPRINGFIELD OR 97477 Proiect Name: MAPLE ELEMENTARY REPLACEMENT Project Description: Pre-Submittal for Site Plan Review for "replacement of Maple Elementary School -' Application Type: Job Address: Site Plan Review 2109 J ST Assessor's & Tax Lot #: 1703361200100 DISCLAIMER: Applications will not be exempt from Development Code or procedural amendments that may occur between the time of the Pre:Submittal Meeting and Submittal of the Application for Development Review, Please contact our office at 541-726-3753 with any questions or concerns, A Plan?er will be assigned the following business day and will contact you to confirm the meeting date and time. PlanJobPrint.rpt 11/20/2007 3:04:59PM Pre-S u bmittal VIeeting Development Services Department Room 615/616 , ,',; 'dew ,"1..0, , Jf~, - ( , ~ PRE-SUBMITTAL MEETING DATE: ~day, November~, 2007 1. PRE-SUBMITTAL MTG #PRE2007-00081 (SITE TENT) SPFLD SCHOOLS Assessor's Map: 17-03-36~12 TL 100 Existing Use: Maple Elementary School Address: 2109 "J" Street Applicant submitted plans to construct new replacement school, Maple Elementary on existing site. f'r': ~01?/5 " " Meeting Date/Time: 'Iu.esday, November 'Jf!, 2007 DSD 616 10:00 - noon Planner: Steve Hopkins ' 2. PRE-SUBMITTAL MTG #PRE2007-00080 (SITE TENT) SPFLD SCHOOLS Assessor's Map: 17-02-35-00 TL 2100, 2600 Existing Use: Thurston Elementary School Address: 7345 Thurston Road Applicant submitted plans to construct new replacement school, Thurston Elementary on existing site. " " ' Meeting Date/Time: Tuesday, November 27, 2007,DSD 616 11:00 - noon Planner: Steve Hopkins ':l PI!'}!: 1;' v" [,,~.., ' u:;- )~1':itfli"\ 1'::\:' ~,'U~ \,,;~ '..r"'~'" 1 ",-' oJ City of Springfield Development Services Department 225 Fifth Street Springfield, OR 9747.7 Site Plan Application, Type II NOV 2 0 Z007 . .. . . - Site Plan Review: Ox Major Site Plan Major Modification 0 . -. Steve Ba rrett ISorinqfield Public Schools 525 Mill Street S rin field OR 97477 Applicant Name: Company: Address: Applicant's Rep.: Dave Guadaqni Phone: 342-8077 Company: 'IRobertson/Sherwood/Architects 1Fax: 1345-4302 I Address: 1132 East Broadway, Suite 540, Eugene, OR 97401, .1 ';;:;:;~~:~:;~~:~\~:;;:;~';:'~;~~~~'#'--~'~~-[i;;::~;;~;~;.-_","".q'l Company: ' . Sprinqfield Public Schools ' lFax: 726-95551 l' Address: ' 525 Mill Street, Springfield Or 97477 . '~;;:;~~~;:~~;~;;'~;~P"""~",&k~-V~~~~;:;~:~';~;;;~~~~~-~.--[I Property Address: 2109 J Street, Sprinqfield Or ' i Size of Property: 9.40 Acres ,Acres xO Square Feet 0 Proposed Name of Project: . Maple Elementary School ' . ' ~j,I"!C!,,J;,'a.4';""'M""''':.f.S'~';''!Y::II:~~~~~;'e1i1iY'r;4'ffifj);\i;:w,m-~~'''i!ti''ii~~k"9J&,~~'N*j~%t';:i0~lC;:;:;r~'WOO~~C}"<4;\%i:",~~""0a Des!=ription of Proposal: # of Lots/Parcels: New replacement elementary 'school on existing school site . -. Zoning: ,Overlay District: Applicable Refinement Plan: Plan Designation: Location: City Limits 0 Urban Growth Boundary 0 ,=~:=~~=~~~~,J~~,;:~~~~~~~~~-~--~~~ Pre-Submittal Case No.: Px-t:2e'Dl- d;tYe ( Date: Case No'-: Date: Application Fee: $ Technical ,Fee: $ TOTAL FEE'S $ ./ ((lj) J 07_ Reviewed by: I ' Reviewed by: Postage Fee: ---tz-"Y'-.. $ (J") ~l- (ffi) '0 'z. Updated 12/8/2006 Brenda Jones ~ \ l {'- f-I OT /1 \' , crD Steps in the Process: 1. The Applicant Submits a Pre-Submittal Meeting Application The Pre-Submittal Application is mandatory. Please refer to the Springfield Fee Schedule for the Pre-Submittal Application fee. The submittal package must conform to the application completeness checklist attached to this form. You are required to submit Nine (9) copies of the submittal requirements packet for pre-submittal review. Pre-submittal meetings wiil be conducted every Tuesday and Friday between 10:00 am and noon. We will strive 'to conduct the Pre-Submittal meeting within five to seven working days of receiving the application. ' 2. Applicant and the City conduct the Pre-Submittal Meeting We strongly encourage you, the owner and design team .to attend the Pre-Submittal meeting. The meeting will be held with representatives from Public Works Enginee~ing and Transportation, Community Services (Building)', Fire Marshall's office, and the Planning Division. The meeting will be scheduled for 30 to 60 minutes, The Planner wiil provide you with a Pre-Submittal Checklist at the end of the meeting specifying the items required to make the application complete-if it isn't already complete. You will then have 180 days to make the application complete for submittal' and acceptance by the City. 3. Applicant Submits a Complete Application , When you have addressed ail of the items on the Pre-Submittal Checklist, please submit 18 copies of the complete application to the City. A fee wiil be coilected at that time and the 120 day calendar review period wiU begin. When the Planner has prepared a draft land use decision, the draft wiil be mailed/faxed to the applicant/owner/design team for their review. At the applicant's request, the planner wiil schedule a meeting to review the draft with appropriate staff if certain issues need resolution before the final land use decision is issued. Owner's Signature This application wiil be used for both the required Pre-Submittal Meeting and subsequent complete application submittal. Owner's signatures are required at both stages in the application process. An application without the Owner's signature will not be accepted. Case Number: (ilv:- 'l.a>? /~ \ " The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre-Submittal Meeting. Owner: ~\v Signature nt B~JA Date: 1\ !'KJ /07. , .s+~~"'e." w\. ~C>..v'~it Print Updated 12/8/2006 Brenda Jones " ~ I represent this application to be complete for submittal to the City. Consistent with the completeness check performed on this application at the Pre-Submittal Meeting, I affirm the , information identified by the City as necessary for processing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the information' as submitted. This " statement serves as written notice pursuant to the requirements of ORS 22-7.178 pertaining to,a complete application Owner: Date: , . Signature Print J '1 ( Updated 12/8/2006 Brenda Jones CITY OF SPRINGFIELD VICINITY MAP PRE2007-00081 .. 2109 "J" Street SITE Map 17-03-36-12 Tax Lot 100 North -+ fype II Site Plan Approval Narrative for: Maple Elementary Schobl 2109 J Street Springfield, Oregon 20 November 2007 PRE.SUBM!ITAl REC'O NOV 2 0 Z007 AoolicantlProoerlv Owner Springfield Public Schoois 825 Mill Street Springfield Oregon 97477 Attn: Bill Hirsh Phone: 541-954-6525 Fax: 541- Architect Mahlum Architects & Robertson/Sherwood! Architects pc, 132 E, Broadway, Suite 540, Eugene OR 97401 Attn: Dave Guadagni, AlA Phone: 541-342-8077 Fax: 541-345-4302 c Civil Enaineer KPFF Consulting Engineers 1201 Oak Street Eugene, OR 97401 Attn: Matt Keenan, P.E, phone: 541-684-4902 Fax: 541-684-4909 Landscape Architect 'Walker Macy 111 SE Oak, Suite 200 Portland, 'OR 97204 .' Attn: David Aulwes Phone: 503-228-3122 Fax: 503-273-8878 I , Electrical Enflineer Interface Engineering , 708 SW 3"' Avenue #400 Portland OR 97204 Attn: Chris Larson Phone:'503-382-2266 Fax: 503-382-2262 Project Description: This application is for site plan approval of a replacement elementary school for Springfield Public Schools to be located in the area now used for fields and pia/at the existing Maple Elementary School site,. The project includes construction of a new elementary school and its associated parking, walk systems, paved and soft play areas and landscaping. Included in this packet is information regarding an alternate covered play structure and a future phased addition of 4 classrooms, Project Location: The property is Tax Map No. 17-03-36-12, Tax Lot 001 00. The project address is 2109 J Street. Approvals Requested: Type II, Site Plan Approval Attached Information: Type II Site Review Application and Check for PreSubmittal Meeting Fee (1 copy) Preliminary Title Report (1 copy) Irrigation Specifications Tree Felling Application . " Stormwater Scoping Sheet and Report, prepared by KPFI; (1 copy). Transportation Impact Analysis, prepared by Branch Engineering (1 copy) Geotechnical Report, prepared by PSi, Inc, (1 copy) Drawings (5 copies) Refer to second sheet of drawings for index. Maple,Elementary School Page 1 Type II Site Plan Approval Application Narrative _ Mahlum Architects Robertson/Sherwood/Architects pc Site Ownership: ,As of this submission. Springfield Public Schools'is the owner of the 9.4-acre parcel shown for development in this sile plan review application: Please refer to the updated preliminary titie report inciuded with this application: Phasing: The project is designed to be done in three phases, Phase 1 will be a Grading Package that creates,a workable surface for the Phase 2 construction access drives, staging area and building pad, A Land Development and Alteration Plan (LDAP) will be submitted in advanc~ of starting Phase 1. Phase 2 will be the building and site package that will follow soon after the completion of the Phase 1 Grading Package, Phase 3 will be a sin'gle story 4 classroom addition at the northeast corner of the buildin'g. It is anticipated that it wiil be several years before Phase 3 building is submitted for permit. The requirements for parking areas, stormwater management and all utilities for this future phase are designed and included with the Phase 2 package, Proposed Development Site Data: . Total Site Area: 409,465 SF Impervious Area Building Footprint Covered Play (Alternate) Future Classrooms (4) Addition Additional Imperious Areas Total Impervious Area 36,707 SF 4,900 SF 5,963 SF 88,080 SF ' 135,650 SF Pervious Area 273,815 SF Existino Imoerious Area 124,978 SF Net Change in .Impervious Area: Add of 10,672 SF Zoning: ' The site is within the City of Springfield's Urban Growth boundary and is zoned PLO, Schools are a permitted "special use" category, The adjacent lots are privately owned residential properties, Per the City Planner, Owner fundeddevelopmeht of'unapproved H Street Jviil not be required since under SDC 4,2-105(G)(2)(d)(ii) the new school Is not a new use and will not increase the number of trips. Site Access I Transportation: Primary site access wiil be provided for bus drop using an existing but modified drive lane parallel to J Street. Just west of the lane will be a public parking lot loop with a,drop off zone, Staff parking will be at the south of the site and entered off a new access point at the north end of 23"' Street. A new side walk is proposed along the east side of the north end of 23"' Street to complete lhe existing sidewalk system all ,the way to the school. There will be pedestrian access to the site from 21 st , 23rd and J Streets, Orr-Street Parking Facilities: All off-street vehicle parking will conform to the standards listed in the Springfield Development Code (SDC). The maximum number of parking spaces per the SCD is 2 spaces for each teaching station plus 1 space for each 100 sf of public indoor assembly space. In the full build out (including the 4 future classrooms) there will be 24 teaching stations (48 parking spaces allowed) and about 7,940 square feet of public indoor assemblx space (79 parking spaces allowed). Maximum vehicle parking spaces allowed: 127 spaces Total vehicle parking spaces provided: 80 spaces Bicycle Parking: Covered long and short term bicycle parking will be provided adjacent to the west side of the building opposite the main entry. Additional uncovered bicycle parking will be provided adjacent to. the south end of th~ building. All bicycle parking spaces wiil conform to the standards listed in SDC, Maple Elemeiltary School Page 2 Type II Site Plan Approval Application Narrative Mahlum Architects Robertson/Sherwood/Architects pc Bicycle Parking Code Required: 350 students require 44 spaces with 11 of them long term and 33 short term, Total bicycle parking spaces provided: 44 spaces 32 covered 12 open Loading Areas: The school function of the project does not require significant amounts of loading or unloading to occur since products are not manufactured or sold at the site. Deliveries to the site are basically limited to office and educational supplies and food products. There is room to accommodated vehicles at the service court to make deliveries and at the front area drop off zone, SDC Article 3,2-440(C) requires screening for truck parking for vehicles necessary for the operation of the facility. Since there is no manufacturing or sales occurring on site, this screening requirement is not applicable. . Utility Infrastructure: The project site is served by adequate public utilities. The project proposes to extend these utilities on the project site, to provide adequate fire protection and utility services for the proposed school building. All new utilities will be placed underground. Refer to the drawings included with this application for description and location 01 the proposed utility extensions, Stormwater Management: The site is designed so that all non rooftop impervious surfaces stormwater runoff will be pretreated through drainage swales prior to being piped into the public stormwater system, Building rooftop run-off will be captured by external downspouts that connect to the stormwater system. The site is served by an existing stormwater line running along J and 2151 Streets, " ,Floodplain: The property is not in area of flood plain, Wetlands: The property is not in areas identified in the Springfield Local and National Wetland Inventory Map. Drinking Water Overlay District: The site is located in 5 to 10 year Time of Travel Zones (TOTZ). The proposed building is. for educational use. The project does not propose to store, handle or use materiais which are listed as hazardous materials except .for those conditions exempt from regulation per SDC Section 3.3-200. The building is being planned to include rooftop mounted HV AC units. These units will be provided with spill pans that will be piped to the sanitary sewer system. Landscape maintenance is handled by the School District. No landscape maintenance materials, including fertilizers, are stored on site, The proposed emergency generator will be located in the service court and be designed with double wall tYpe fuel tank, If a leak occurs in the main fuel tank, a secondary tank with an audible and visual alarm contains any leakage. Fire Protection: The school will be fully sprinklered. Location of the fire hydrants and fire department connection (FDG) has been coordinated with the Fire Marshal. Fire truck access to the buildings is accomplished by a 20 foot wide access route along the east side of the building and a partial 20 foot wide.lane along the west side of the building: The west side lane will be entered at the west end of the bus drop off zone and will have mountable curbs. It will end just south the covered play area and will have a hammer head with mountable curbs in the parent drop off area. The route will be marked and designed to support 80,000 pound wheel loads. Per meetings with the Fire Marshall Aerial Fire Apparatus Access Roads will not be required since the eaves of the school will be less than 30 feet in height. Maple Elementary School Page 3 Type II Site Plan Approval Application Narrative Mahlum Architects Robertson/Sherwood/Architects pc Trees: There are several existing trees on the site, A few will be removed, refer to attached Tree Felling Application. Numerous additional trees will be added per the attached landscape plans. Building Height: in the PLO zone, "Special Use Standards for Elementary Schools" restrict the school to a height not to exceed 35 feet at mid-height of the roof. The maximum mid-roof height of the buildings are urider 35 feet.. Maple Elementary School Page 4 Type II Site Plan Approval Application Narrative Mahlum Architects Robertson/Sherwood/Architects pc . OUTLINE OF EXISTING SCHOOL TO BE REMOVED ,". 00 n ,,-' 0 D "- n U Uj '-.1""1.[, 1J I')] [1 [0 ~ I~~ f''-] 0 [JC~ S~:< [J CI CJ ,_____1 I \ I 1 _ -_,1l~ __--'--__---.. , - - - ~JlI/fI",,~~ 'r r.~, / ___, - ~tl-" . ,'-/ Qk~{~~{~J, CJli7'1~~_6\ ~ /-w'l ,~;- 0' ~~-I ~ : I. ~,~ ~ _ __ ,_ _' ~@2~jj~~l~~~ !, [~ -[C 2J 1 I II ,.) ! - ,COO~r~'m\]LJ' - ~ fg:_.=J .00 _I , r::nfl':b 0" OV~,'if1fI: ~; bCl ~ I ) J II' I I D lO 0 C:O: DgJ1B_o!:, _ j @rY ~ __I' 'c;-' J . 1 ''df :~IQ ElE!' 'n '1: -',' tJ~~~ - t'~1 \/~) 1L"J61" ',H,' , c-'1 , -- ",-" "'i -C .c:::.tc~-~'l 0 ~ i:j , ' \ '" L1 :!i --I I ~1wJ1r rY DC] ~~-,JII I,ll/I I): ':::' ~11"i(~J~ . r.\? 2J : LJ' __J " ! - - -- - - -- - .~ ~ _ ' , 0'-'\:.1 'II o I '-I " I! - - - - ----'---. - -'J ' . I ' ..,,~ -"""--_ -'- _, I I ____ _____ I 1-_____ 1 j I . I I PROPOSED MAPLE ELEMENTARY SCHOOL ~ "...- ''''...- ...... ...... ..........- ..........- J::::::~"~ =::::::::1 - -- .~- WALKE.R-MACY =~,~ __fin ~~" -~- g-- --- -..~-- ''''m&T --......" 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'i!!J''''''''~rgj-'lf!JmI'''''''''~' ~' ,~"" ",,' .' .JD!Difc "~J ~,.i"", '"," '",. i.~lGt , ' ,~, "cJ1__~~::;~t5J~.::1..:i~~~ ~.~~'" -1/.{~;":"~" )1 PUBUC WORKS DEPARTMENT j Engineering Divjsi~m Fax: (541) 736-1021 STORMW ATER MANAGEMENT SYSTEM SCOPE OF WORK / Proj ect Name: , <.;i')( i;y,j11:;idS;)IJC&')- ~) e) Applical!t:, VJ\/li-kY OOf'f)V\I\ 1') k1Tf-"Y AssessorsParc~::>j<,la2.QdLf'f) '. ,Date: \ 117()/1-P . Land Use(s): r::JLme~~l (,(2VlOO} .' .' Phone#:' ~ (DW}, MnJ- ' Project Size (Acres): iJ . . . Fa:! #: 641, lP'Mh ~ . . . ~,~~~~~,k~~<2?~C{"~",~.!~~..L~~J~~,tigrt"""J~~- ;Lll1 Project Description (Include a copy of Assessor's map): ' . " ttyf:[(U[;t- CL f'4t) -tll~ \Saw! Dn 111) ..Rx6l1fq Sd1C()) PIF/::t-fCj. 0YJC0 -(:OC; t"euJ Stl10DI ~ /!DAS'(lA{:ia/I, i:Yv ~v:5 ~a:A w(),L to , cLe {l1(}(,L~iY{;L " ' , ' Drahiage Proposal (public connection(s), discharge location(s), etC. Attach additional sheet(s) if necessary: ' , ton~ tv ~ ~Wl 'Cy\ J '~Vt'tt 0, tD\I\~6.A<;' 1JU .(xt~hv~t M:lU1 J?CLf,j~S.) tlw;/ .2J1or ffrw (I' W'\ne:ctl~ -tV JN~~ w-u~ ~J. -r~ LCWtOi: C\yt, ~ lVi {tv W(JtW\ (tvltU> dYCIJ,UI~, , Proposed Stormwater Best Management Practices: ])ra1rY<8u ft.LtLt&:, l.JXfk-r' {ifUA1.l:!!1 TnanhD/L.) Draina!"e Studv TV"le IEDSPM Section 4.03,21: (Note. UH mav be substituted for Rational Methodl. o Small Site Study - (~e Rational Method for calculations) o MidcLevel Development Study - (~e Unit Hy~~graph Method fur calculatio;"') o FulJ Drainage Development Study' - (us, Unit Hydrograph Method for calCula11ons) Environmental Considerations:: ' o Wellhead Zone: d, Wetland/Riparian:' o Soil Type: _ , Doiwnstream Analvsis: d o o q o Hillside Development: ,0 FloodwaylFloodplain: o Other Jurisdictions: N/A Flow line for starting water surface elevation: Design HGL to use for starting water surface elevation: ManhGle/Junctionto take analysis to: ' Return t:> J'\I12.tl. Stouder (~ City of Spnngfieid, cmail: mstouder@.d.5priutrft~ld.61'.u5, FAX; (541) 73{)-luZJ 10/24/07 09:51 FAX 5413454302 ~~BENT~UN/SHENWUUU/AKCH ~UU3 i COMPLETE STUDY ITEMS ~~ifrofi~~~~;~~~t~~:f~1 rg{:!.c.~:.:ii'i:bt;~~~~...~i.i'l~..._~,:&O~~"~~ .I' * Based upon the informalion provided on the front of this sheet, the following represents a minimum of what is neededfor an applicdtion 10 be complerefor submittal with respect to drainage; however, this list shouid not be med in lie" of the Springfield DevelopJ?'lent C'ode (SDC) or the City's Engineering Design Manual. Compliance with these requirements does not constitute site approval; Additional sile specific information m'ay be required Note: Upon scopingsheet submittal. ensure completedform has . been'signed in the space provided below,:' . Interim Design StandardslWater Qnality (EDSPM Chapter 3') , , Req'd N/A " ' o 0 All non-building rooftop (NBR) imperVious surfaces shall be pre-treated (e,g, multi-chambered catchbasin w/oil 'ftltration media) fur stormwater quality, Additionally, a minimum of50% of the NBR impervious surface shall be treated by vegetated methods, '0 0 Where required, vegetative stormwaier design shaJl ,be consistent ~th interim design standards (EDS,PM Section 3,02), set forth by the Bureau of Environmental Services (BES) or Clean Water Services (CWS). o 0 Far newNER impervious area I';s than 15,000 square fee4 a simplified design approach may be fallowed as specified. by the BES far vegetative treatment ' D 0 If a stormwater trea.tment.swale is proposed. submit, calculations/specifications fur sizing. velocity, flow, side slopes, bottom slope, ~d seed mix consistent with either .BES or CWS requirem~nts. o 0' Water Quality cal"cuIations as required;;' Section 3,03,1 offueEDSPM o '0 All building rooftop mounted equipmen4 or oilier fluid containing equipment located outside of the building, ,hall' be provided with secondary containment or weather resistant enclosure. General Study Requirements (EDSl'M Section 4.03) .' ' o --0 Dramage s\Udy prepared by a Professional Civil Engineer licensed in the state ofOregon. o 0 A complete drainage study, as required in EDSPM Section 4,03.1, includjng a hydrological study map, o 0 Calculations ,hawing system capacity far a 2-yeafstarm event and overflow effects of a 25-y= stann event o ,0 The time of-concentration (Tc) ,hall be determined using aiD minute start time far developed basins: Review of Downstream System (EDSPM Section 4.03.4.C) , " ' ' )! 0 0 A downstream drainage analysis as described in EDSPM Section 4.03A.G. On-site drainage ,;hall be governed by the Oregon Plumbing Specialty Code (OPSC):' ' o 0 ElevatiON of the HGL and flaw lines far bath city and private, systems where applicable, Design of Storm Systems (EDSPM Section 4.04) o . 0 Flow lines, slopes, rim elevations, pipe type and sizes clearly indi~ated oD'the plan set. o : 0 Minimum pipe cover shall be 1& inches for reinforced pipe and 36 inches for'plairi concrete and plastic pipe materials. or proper engineering calculations shall be provided when less. The cover shall be suffident to support an 80,000 Ib . lo~d without failure of the pipe structure.. . . . o ,0 Manning's "n" values far pipes shall be cons~tent with Table 4-1 of!heEDSP. AU stann pipes ,hall he d;"'igned to achieve a minimum velocity ofthree,(3) feet per second at 0,5 pipe full based an Table 4-1 as well, OthrlrlI\1isc o . 0 Existing and proposed contours, lOcated at one foot interval. Include spot ele~ations and site ~es showing how site drains o 0 Private starmwater easem~nts ,hail be clearly depicted on plans when private ,tarmwater flaws from o~e property to another - . . o 0 prywelb sh~ ~~t receiyeronoff fro~ any s~a~e w(o being treated by one or more BMPs, with the ex~eption of residential b~ilding roofs (EDSP Section 3,03.4A). Additional proVisions apply to this as required by the DEQ. Refer, ,I to the website: www_dea,state.01'.usl""ahrrotmdwailllCbQ:me-hclT~ for more information. o 0 Detention ponds shall be designed to limit runoff to pre-,developme~t rates for the 2 through 25-year storm events *Thisform shall be included as an attachm,eni.J inside the/ront cover,.of/he stormwater study ~~o~:,:I.:--,~. . ~--'"E";';'..- ~ ,,,,"i='t""""'.:,;, .:,,'"';' ,'::';'",:;;;;.""r-.'.: :.--",.,,' :':'- -,:,=-,. - ~"':-"'::'"_;~t:..., ".;:.~ ,,,,,...--,.,,,,0:,..": -', - ~ 'fi:'" -,,,.... ' -, ,,;,.. '-,',., -..... -, '-.- -.-- ""g,f~,;l"~"~iit9,'t?"1\i"i!I~;~",~jij~{1lf;"~ "m.~~,$i->j\~'&.1~ ..:i!J~;:'j1f,ilii..,':~:sf<#g,,],~S(;'11i,1'~.$"'1j\;;k~,J;%""'i1:1 ~_;f.'.\=s"~;~,;;~r:_;',,;_~..,,4;;.f~~;!\.,.!;-!i;..~~f7!!;.:1~t;$,'Si-,~;;:<;!~J:i(.;R ~;;r:,;.....~E~~.-:;;K;..-''':;i.!','''. ~~.. '~_._~~.i''''.: _.,~,~.....:4,':;;;;l;,:,:;~",.:~!"'i.i,*,,~~'~_~~.:~1,i~:~;::.t>.l;;::;'!.t:;.!::I As ~e ~Dgineer of record, I hereby Certify the above requir~d [terns are complete and included with the submitted stormwater study and plan s,et Y Si&nature: Date: , j' ~ City of Springfield Development Services Department 225 Fifth Street, Springfield, OR 97477 Phone: (541) 726-3759 Fax: (541) 726-3689 PR["1 '''~\ ~~!1'lll REC'O NOV 2 0 ZOO? SPRINGFIELD Tree Felling Application Type II Applicant Name Springfield Public Schools Phone: ~al-q~a-h~?' Address 525 Mill Street, Springfield, OR 97477 " Property Owner Name Springfield Public Schools Address 525 Mill Street, Springfield, OR 97477 Phone: 541-954-6525 Property Address 2109 J Street (Maple EleTl'entarv Schnri,) Assessor's Map No, 17-03-36-12 Tax Lot No, 00100 Specific Description of proposal Removal of seven (7) ,trees. . .11 The undersigned acknowledges that the information in this application incorrect ;md accurate. Applicant Signature 'Date If the applicant is other than the owner, the owner hereby grants permission for the applicant to act in his/her behalf. Owner Signature Date For Office Use Only: Journal No, Map No, Received By Tax Lot No, Date Accepted as Complete