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Home My WebLink AboutPacket, Pre PLANNER 11/30/2010 . . RECEIVED Date Distributed: I 1~30-lD NOV 302010 By: 'f~E-wb PaeL.j- ID+OI~ PRE-SUBMITTAL DISTRIBUTION LIST: ,/ Dave Puent - Building ./ Gilbert GordonlMelissa Fechtel- Fire v Michael Liebler - Traffic ~ Matt Stouder- Public Works/Engineering Chris Moorhead, Surveying Planner ~ .xJ;n J J.L, . . City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97471 541-726-3753 Phone 541-726-3689 Fax Pre-Submittal Meeting Case Number Assigned: PRE 1 0-00007 Date Submitted: 11/30/2010 Project Name: Project Description: T Lt..V""tt~ JM-vt Site Plan - Major Mod for Turtle Mountain to install two product storage Silos, Application Type: Job Address: Assessor's & Tax Lot #: Pre-Submittal Site Plan Tentative Mod Major 1100 SHELLEY ST 1703270000902 DISCLAIMER: Applications will not he exempt from Development Code or procedural amendments that may occur between the time of the Pre-Submittal Meeting and Submittal ofthe Application for Development Review. Please contact our office at 541-726-3753 with any questions or concerns. A Planner will be assigned the following business day and will contact you to conlirm the meeting date and time. .5 PRE-SUBMITT4L REC'D \ :,-...1 If'; 2010 I\U'j ,) 'j C:\temp\PL-ALL.PRESUB-F {FA 1 OE9EA-789C-4363-A351-C2877136242A}.rpt 1113012010 . . Pre-Submittal Meeting Development Services Department Room 616 PRE-SUBMITTAL MEETING DATE: Tuesday, December 7,2010 1. PRE-SUBMITI AL MTG #PREIO-00007 (Site Mod Major) TURTLE MTNlMcKA Y $346 Assessor's Map: 17-03-27-00 TL 902 Address: 1100 Shelley Street Existing Use: Turtle Mountain Dairy Mfg Company The applicant submitted plans to modify original Site Plan 1991-07-00095 & DRC2010-00013. The proposed modifications are to construct two food product storage silos, 22' high with a 10.5' diameter, a concrete foundation pad, and a small bump-out addition to the building to accommodate the ports accessing the storage silos. Meeting Date/Time: Tuesday, December 7, 2010 11:00 - noon DSD 616 Planner: Steve Hopkins PRE.SUBMi1~l REC'D NOV 3 (I 2010 , City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 Site Plan Review . .. Site Plan Review Pre- Site Plan Review . - . -...- A licant Name: Com an : Address: A licant's Re .: Address: Owner: Address: ASSESSOR'S MAP Size of Pro ert : Proposed Name of Description of Pro osal: . . Ted McElro Plant Mana er Turtle Mountain LLC Phone 541-338-9400 ext 3603 Fax: 541-284-1127 P.O. Box 21 Phone 541-485-8383 OR 97402 Gail Fortier SSW En ineers Inc. 541-485-8384 Fax: ene, OR 97401 Phone 541-484-7102 541-484-7103 McKa Commercial Pro erties, LLC McKa Commercial Pro erties Fax: 76 Centennial Loo Suite D, Eu ene OR 97401 17-03-27-0-0 TAX LOT 902 1100 Shelle Street, S rin field OR 97477 9.9868 Acres IXI S uare Feet D Silo Installation at Turtle Mountain LLC If you are filling in this form by hand, please attach your proposal description to this application. Summa Existin Use: Manufacture of Dai Free Frozen Treats b Turtle Mountain LLC New Impervious Surface Coverage (Including Bldg. Gross Floor 0 sf Si natures: Please si nand . ,-- Associated A Iications: f~~ IO~DDoo1 Pre-Sub Case No.: Date: II '?JO \ 10 Case No.: Si ns: ~ L--- Reviewed b Date: Reviewed b ~~. A Iication Fee: Technical Fee: $ Posta e Fee: $ TOTAL FEES: .r5D PRE-SUBMJTJ:l jp~ffi'rtT NUMBER: 'PR\f2D1 - M&i>Q~fli\i;i%~'MNiJifiit::~'~0g!j%!\!gfY'''~_;WJgz$ltIT ''', ~ ~"4tt$; '''~wr;5:j7JffMB 'jPU~j- ~0a;'~- '"'BC'~"": Revised 11/19/09 I~U . 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. If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf. IJwe do hereby acknowledge that I/we are legaily responsible for ail statutory timelines, information, requests and requirements conveyed to my representative. Owner: .#Ie;!..,;,,,,/ C-A.'A1'1 V'~<J.( 'Pnfdl-eJ LI.A./ . ~~,h ?r7< J /vev-rA-J/;V'~ Date: s~natur~ l' 0 r . T -?:Yf~ I${ /J1 CfC~L/ Prmt ----r L / I) Submittal I represent this application to be complete for submittal to the City. Consistent with the completeness check performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as necessary for processing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the information as submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a complete application. Owner: Date: Signature Print PD!:.C;'l'!l~flll'1Al REC'D .. hb v ItJ~V] i 'J .. hDV 3 ~I 2010 Revised 11/19/09 2 of 10 . Site Plan Review Submittal Requirements Checklist NOTE: . ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal. . If you feel an item on the list below does not apply to your specific application, please state the reason why and attach the explanation to this form. . D{I Application Fee - refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development Services Department. Any applicable application, technology, and postage fees are collected at the pre-submittal and submittal stages. IXI Site Plan Review Application Form 5(1 Narrative explaining the purpose of the proposed development, the existing use of the property, and any additional information that may have a bearing in determining the action to be taken. The narrative should also include the proposed number of employees and future expansion plans, if known. ~ Copy of the Deed ~ Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. ~ "Copy of the Site Plan Reduced to 8'h"x 11 ", which will be mailed as part of the required neighboring property notification packet. tJ/^D Right-of-Way Approach Permit Application provided where the property has frontage on an Oregon Department of Transportation (ODOT) facility. ~ Three (3) Copies of the Stormwater Management System Study with Completed Storm water Scoping Sheet Attached - The plan, supporting calculations and documentation must be consistent with the Engineering Design Standards and Procedures Manual. W^ 0 Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer in accordance with SDC 4.2-105 AA. Traffic Impact Studies (TIS) allow the City to analyze and evaluate the traffic impacts and mitigation of a development on the City's transportation system. In general, a TIS must "explain how the traffic from a given development affects the transportation system in terms of safety, traffic operations, access and mobility, and immediate and adjoining street systems. A TIS must also address, if needed, City, metro plan and state land use and transportation policies and objectives. [XI Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR Eighteen (18) Copies of the Following' Plan Sets for Submittal ~ All of the following plans must include the scale appropriate to the area involved and sufficient to show detail of the plan and related data, north arrow, and date of preparation. ISi:I All plan sets must be folded to BV," by 11" and bound by r~Sl~~WFlAL REC'D a. Site Assessment of EXi,sting Conditions NOV is r) :~om IXI Prepared by an Oregon licensed Landscape Architect or Engineer Revised 11/19/09 4 of 10 . . DO Vicinity Map ~ The name, location and dimensions of all existing site features including buildings, curb cuts, trees and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. N/^ D The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Development Services Department ~ The 100-year floodplain and f100dway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision ~ The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development Services Department NIl'" D Physical features including, but not limited to trees 5" in diameter or greater when measured 4 Y2 feet above the ground, significant clusters of trees and shrubs, riparian areas, wetlands and rock outcroppings 15(1 Soil types and, water table information as mapped and specified in the Soils Survey of Lane County. A Geotechnical Report prepared by an Engineer must be submitted concurrently if the Soils Survey indicates the proposed development area has unstable soils and/or a high water table b. Site Plan Q(] Prepared by an Oregon licensed Architect, Landscape Architect, or Engineer 5(j Proposed buildings: location, dimensions, size (gross floor area applicable to the parking requirement for the proposed use(s)), setbacks from property lines, and distance between buildings ~ Location and height of existing or proposed fences, walls, outdoor equipment, storage, trash receptacles, and signs !Xl Location, dimensions, and number of typical, compact and disabled parking spaces; including aisles, wheel bumpers, directional signs, and striping !Xl Dimensions of the development area, as well as area and percentage of the site proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and other impervious surfaces ~ Observance of solar access requirements as specified in the applicable zoning district IXI On-site loading areas and vehicular and pedestrian circulation ~ Access to streets, alleys, and properties to be served, including the location and I dimensions of existing and proposed curb cuts and curb cuts Pf?l.o$g~r~~T~,~ld:t~d) IZI Location, type, and number of bicycle parking spaces NOV :5 G 2lJ10 N/" D Location of existing and proposed transit facilities N/A. D Area and dimensions of all property to be conveyed, dedicated, or reserved for common open spaces, recreational areas, and other similar public and semi-public uses N/A 0 Phased Development Plan - where' applicable, the Site Plan application must include a phasing plan indicating any proposed phases for development, including the boundaries and sequencing of each phase. Phasing must progress in a sequence promoting street connectivity between the various phases of the development and accommodating other Revised 11/19/09 5 of 10 . . required public improvements, including but not limited to, sanitary sewer, stormwater management, water, and electricity. The applicant must indicate which phases apply to the Site Plan application being submitted. c. Improvement and Public Utilities Plan ~ Prepared by an Oregon licensed Civil Engineer' ~ Location and width of all existing and proposed easements IXI Location, widths (of paving and right-of-way), and names of all existing and proposed streets, alleys, dedications or other right-of-ways within or adjacent to the proposed development, including ownership and maintenance status, if applicable. ~ Location and type of existing and proposed street lighting IS(j Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units, and similar public facilities ' 1)(1 Location, width, and construction material of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and trails ~ Location and size of existing and proposed utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points d. Grading, Paving, & Stormwater Management Plan ~ Prepared by an,Oregon licensed Civil Engineer N/A 0 Planting plan prepared by an Oregon licensed Landscape Architect where plants are proposed as part of the stormwater management system JRI Roof drainage patterns and discharge locations ~ Pervious and impervious area drainage patterns IXI The size and location of stormwater management systems components, including but not limited to: drain lines, catch basins, dry wells and/or detention ponds; stormwater quality measures; and natural drainageways to be retained ~ Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for land with a slope over 10 percent, the contour lines may be at 5 foot intervals) N/A 0 Amount of proposed cut and fill e. Landscape Plan NIl<. 0 Drawn by a Landscape Architect N/A 0 Location and dimensions of landscaping and open space areas to include calculation of landscape coverage tJ/J< 0 Screening in accordance with SDC 4.4-i10 f'4/^ 0 Written description, including specifications, ofthe permanent irrigation system NJ^ 0 Location and type of street trees N~ 0 List in chart form the proposed types of landscape materials (trees, shrubs, ground ' cover). Include in the chart genus, species, common name, quantitRR&i~~!~~,P,~~iJlgRH"D and'method of planting " '" NOV 3 !j 20W f. Architectural Plans Revised 11/19/09 6 of 10 . . ~ Exterior elevations of all buildings and structures proposed for the development site, including height IX Conceptual floor plans g. On-Site Lighting Plan IX Location, orientation, and maximum height of exterior light fixtures, both free standing and attached ~ Type and extent of shielding, including cut-off angles, and type of illumination, wattage, and luminous area ~ Photometric test report for each light source ~ Additional Materials That May be Required IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS DISCUSSED IN SDC 5.1-120: o Where a multi-family development is proposed, any additional materials to demonstrate compliance with SDC 3.2-240 o Riparian Area Protection Report for properties located within 150 feet of the top of bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the top of bank of any direct tributaries of WQLW o A Geotechnical Report prepared by an engineer must be submitted concurrently if there are unstable soils and/or a high water table present o Where the development area is within an overlay district, address the additional standards of the overlay district o If five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19-100 o A wetland delineation approved by the Oregon Division of State Lands must be' submitted concurrently where there is a wetland on the property o Any required federal' or state permit must be submitted concurrently or evidence the permit application has been submitted for review o Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted prior to development o Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 o An Annexation application, as specified in SDC 5.7-100, where a development is proposed outside of the city limits but within the City's urban service area and can be served by sanitary sewer PCif; ~1l11.;iHP"\i D\:C""D 1\I:"v"!,f,,ltl if\l. !\i... . !liDV 3 0 2010 Revised 11/19/09 7 of 10 spI_map , . . ' Page 1 of 1 PRE10-00007 Pre-Submittal Mtg (Site Mod Major) 17-03-27-00 TL 902 .r '~''''''~-;".'';''e.,_-;,,~, ,:-"'" "'" ,,,~i;"'..,..c..,..: :,:. ''''''_i',,,,:~,~,;, ,"i~,",;.. -;-t", I L----":~r ""'~' ... IX w > W ell ',' '" ,;,,~ ',,\Z +.. ; ~-'l;:~j~~:'; '~~'."'" ,', ,;p I ~ I . ' j . ~ " NAN€Y- ~Ve" " ",' "',, " ,-... l.;;eeHAVEN ~lVE" " , I; .. ",_'i.. .... ~ ,.' ". -, .,'.' T,' '! .-.: .:~ "",,,.,,:..;,.,, ". .,~ :.~1-'"\;;;:~>,,, ;: ~~, ':::~,.':.-,:::("J,:~';:~... ~",,,""""'.'l' _..~\:'':'i~~ " .'" _'.', .. ':\" "~,,~)<;-,,':' f: ," -J:,'>-_ '-, ",."" _ ,,''; ,", .. ,- ._'.'....'.,~,~: --,- -. " c \,:'~ }",i:; ~;}:'ll?:'k>'ili~iii:'t~~~0t_._ _;~,;,;-,;;"." i;;::":-~ . .. _,....._'*""~l:h. _~"Ji""~ -_. ~~_=_,~_,,~_~.,.., N A PI<t.l;! !F\iVL''it,'' IJ,'i;("D VY""",,,,,~ ,~t hi..v NOV 3 II 2010 http://spifs020/mapguide2009/mapviewerphp/printablepage . php ?SES SI ON=b2 05 3 ba2- ffff- ffff.8... 11/30/2010 . . Activitv: Application for Modification of Site Review SSW EN6INEERS,~ CWIL'SIRUClURAl'BUILDIIBDESIBI SUR'/EYIIB'WO USE PUMIIIB 2350 Oakmant Way, Suite 105 Eugene, OR 97401 (541) 485-8383 Fax (541) 485-8384 email@ssw.engineer.com Written Statement for Major Modification of Site Plan Review Propertv Location: Map 17-03-27-0-0, Tax Lot 902 Leased Facility in Industrial Park 1100 Shelley Street, Springfield, OR Site Owner: McKay Commercial Properties LLC 76 Centennial Loop Eugene, OR 97401 Contact: Doug McKay BuildinQ Tenant: Turtle Mountain LLC P.O. Box 21938 Eugene, OR 97401 Contact: Ted McElroy Land Planner I Enqineer: SSW Engineers, Inc. 2350 Oakmont Way, Suite 105 Eugene, OR 97401 (541) 485-8383 Contact: Gail Fortier Current Zoninq: Light Medium Industrial Previous Land Use Actions: Site previously reviewed under Site Plan Review Journal Number 91-07-95, and recently under Case Number DRC2010- 00013. Current Buildinq Permits: Building Permits are currently issued for improvements to the site. Improvements under construction include a truck dock, trash enclosure, fences and entrance vestibules. PRE.SUBM;;::~L REC'O NOV 3 0 2010 . . INDEX WRITTEN STATEMENT A. Project Summary B. Approval Criteria in SDC Section 5.17 - 125 EXHIBITS Preliminary Title Report Deed and Legal Description Stormwater Scoping Determination Reduced Site Development Plan Page 1 Pages 1-4 Exhibit 1 Exhibit 2 Exhibit 3 Exhibit 4 . . A. PROJECT SUMMARY 1100 Shelley Street currently operates as a production facility for Turtle Mountain LLC, manufacturing frozen treats. The building and site were previously reviewed . under Site Plan Review Journal Number 91-07-95, and very recently under Case Number DRC201 0-00013. The proposed modifications to the site plan include construction of two food product storage silos, 22-feet high with a 10.5-foot diameter, a concrete foundation pad, and a small bump-out addition to the building to accommodate the ports accessing the storage silos. The area of this addition will be about 30 square feet. Site review is required on this relatively small project due to LDR (Low Density Residential) zoning adjacent and to the north of this LMI (Light to Medium Industrial) zoned property. Building Permits have been issued and work is underway for the construction of the truck dock, dock cover, trash enclosure and west storage enclosure shown on the site development plan. Other permitted work underway includes extension of the sound fencing and construction of entrance vestibules. B. APPROVAL CRITERIA Springfield Development Code 5. 17 - 125 Criteria A. The zoning is consistent with the Metro Plan diagram, and/or the applicable Refinement Plan diagram, Plan District map, and Conceptual Development Plan. The current zoning district for this site is Light Medium Industrial. The Eugene- Springfield Metropolitan Plan also designates the site as Light Medium Industrial. No change in use or is anticipated by the proposed modifications to the approved site plan. B. Capacity requirements of public and private facilities, including but not limited to, water and electricity; sanitary sewer and stormwater management facilities; and streets and traffic safety controls shall not be exceeded and the public improvements shall be available to serve the s~tf? i31t the time of development, unless otherwise provided for by this Code and other applicable regulations. The Public Works Director or a utility provider shall determine capacity issues. Requirements of public and private facilities are not significantly modified by the proposed changes, as follows: . . Page 2 Major Modification of Site Review 1100 Shelley Street Stormwater: The area of impervious surface remains unchanged by this proposal. After reviewing the project to determine the Stormwater Management System Scope of Work, the City of Springfield Public Works representatives determined that a drainage study is not required. The notification of this decision is attached as Exhibit 3. Sanitary System: The amount of discharge into the sanitary system from the proposed improvements is anticipated to be well within the capacity of the existing system. No other additional discharge is proposed. Turtle Mountain expects these tanks to slightly reduce the sanitary system load. Because the proposed tanks are larger than the existing tanks, they require less washes after being emptied. Water, electrical, natural gas capacity: No changes are proposed that will significantly affect these utilities. The proposed changes do not affect street and traffic safety controls. C. The proposed development shall comply with all applicable public and private design and construction standards contained in this Code and other applicable regulations. The proposed structures or additions are permitted in the Light Medium Industrial Zone, and comply with setback and other zoning requirements, as shown on the Site Development Plan. A diagram on drawing sheet C2.0 graphically illustrates compliance with the height restrictions and solar setback requirements shown in Table 3.2-420, Base Zone Development Standards. The proposed silos do not emit smell, and are vented to the interior, and though the existing venting system in place for similar tanks located inside the building. The silos contain an agitator powered by a motor manufactured by SEW Eurodrive. The manufacturer's tested product information for the specified model (DT100L4) is 53 dB at 1 meter. The manufacturer calculated other sound levels as follows:43.3dB at 10 feet, and 37.3 dB at20 feet. The surface of the closest proposed tank is about 27 feet from the property line. A previous noise study by Arthur Noxon, P.E. was conducted in May of 2010 as part of the most recent modification to site review for the truck well and other projects. Regarding ambient noise in the residential neighborhood, the report states: . . Page 3 Major Modification of Site Review 1100 Shelley Street "Ambient noise was measured during rush hour at 4:15 pm at the comer of Beverly and Lochaven, well away from plant noise. It registered between 61 and 62 dB, A in the street. At 9:45 at night, again on a weekday, the ambient noise registered at 53 dB, A". At the property line, the sound level that is generated by the silo agitator would be significantly less than the ambient sound level, even at the quietest time of day. The landscaped buffers and islands shown on the plans are unchanged. Landscaping is located at the north property line, west of the building between 1100 and 1130 Shelley Street and south of the building serving as a buffer . between the parking and the private portion of Shelley Street. Trees grow along the north property line, providing a visual buffer from the residentially zoned area. The improvements to the building are designed to comply with the 2010 Oregon Structural Specialty Code, and the 2010 Oregon Fire Code. O. Parking areas and ingress-egress points have. been designedto: facilitate vehicular traffic, bicycle and pedestrian safety to avoid congestion; provide connectivity within the development area and to adjacent residential areas, transit stops, neighborhood activity centers, and commercial, industrial and public areas; minimize driveways on arterial and collector streets as specified in this Code or other applicable regulations and comply with the OOOT access management standards for State highways. The vehicle and bicycle parking plan approved during the recent site review is unchanged. Transit stops are not located near the property. They are either to the north near Gateway and Harlow Roads, or to the east near Pioneer Parkway and Q Street. The traffic flow routes and the quantity of traffic entering or leaving the site are not affected by the proposed changes. The tanks hold pasteurized mix, so all the contents will come from internal batches. The site does not access an OOOT facility. . . Page 4 Major Modification of Site Review 1100 Sheliey Street E. Physical features, including, but not limited to: steep slopes with unstable soil or geologic conditions; areas with susceptibility of flooding; significant clusters of trees and shrubs; watercourses shown on the WQL W Map and their associated riparian areas; other riparian areas and wetlands specified in Section 4.3-117; rock outcroppings; open spaces; and areas of historic and/or archaeological significance, as may be specified in Section 3.3-900 or ORS 97.740- 760, 358.905.235-240, shall be protected as specified in this Code or in State or Federal law. The portion on the site being redeveloped does not contain any of the protected features mentioned above. . . Ek.h ,bit / ~ Western Title&Escrow Western Title & Escrow Company of Lane County 497 Oakway Road, Suite 340 Eugene, OR 97401 Office Phone: (541) 485-3588 Office Fax: (541) 485-3597 McKay Commercial Properties, LLC Attention: Doug McKay 76 Centennial Loop, Suite D Eugene, OR 97401 Date Prepared: November 18, 2010 Report Number: 34007 Lot Book Service: $200.00 Local Government Lien Search: $15.00 REVISION #2 LOT BOOK REPORT THE PRIOR REPORT IS REVISED FOR THE FOLLOWING: To update the file. We have searched our Tract Indices as to the following described real property: SEE ATTACHED EXHIBIT "A" and dated as of November 10, 2010 at 5:00 p.m. We find that the title is vested in: McKay Commercial Properties, LLC, an Oregon limited liability company We also find the following apparent encumbrances prior to the effective date hereof: Lot Book Report Page lof 6 -~ We 5 tern T'\I,&Ewow . . Lot Book Report Revision # 2 Order No.: 34007 1. Unpaid taxes for the year 2010-2011 Original Amount: $82,038.55 DUE plus interest Tax Lot No.: 170327 0000902 Account No.: 0227734, Code 01900 Unpaid taxes for the year 2010-2011 Original Amount: $26,850.72 DUE plus interest Tax Lot No.: 1703270000902-901 Account No.: 1751286, Code 01900 Unpaid taxes for the year 2010-2011 Original Amount: $4,094.02 DUE plus interest Tax Lot No.: 17 03 27 00 00902 -904 Account No.: 1835824, Code 01900 Unpaid personal property taxes for the year 2010-2011 Original Amount: $1,524.72 DUE plus interest Account No.: 5595690, Code 01900 2. The rights of the public in and to that portion of the herein described property lying within the limits of roads and highways. 3. Limited access in deed to the State of Oregon, by and through its Department of Transportation, Highway Department, which provides that no right or easement of right of access to, from, or across the State Highway other than expressly provided therein shall attach to the abutti ng property. Recorded: March 20, 1959 Document No.: 62857, Lane County Records 4. An easement created by instrument, including the terms and provisions thereof, Recorded: May 26, 1977 Document No.: 77-31662, Lane County Records In favor of: City of Eugene, for the benefit of the Eugene Water & Electric Board, a municipal corporation of Lane County, Oregon 5. Terms, provIsions and conditions of easement, including but not limited to maintenance provisions contained in instrument Recorded: February 8, 1979 Document No.: 79-07700, Lane County Records 6. An easement created by instrument, including the terms and provisions thereof, Recorded: September 11, 1979 Document No.: 79-54459, Lane County Records In favor of: The City of Springfield, a municipal corporation, in Lane County, Oregon 7. Revocable License Agreement, including the terms and provisions thereof, Recorded: August 5, 1988 Document No.: 88-31975, Lane County Records Lot Book Report Page 2 of 6 ~. Western '"",Hwo" . . Lot Book Report Revision # 2 Order No.: 34007 8. Revocable License Agreement, including the terms and provisions thereof, Recorded: August 5, 1988 Document No.: 88-31976, Lane County Records 9. Improvement Agreement and Application for Sewer Hookup, including the terms and provisions thereof, Recorded: June 14, 1996 Document No.: 96-40071, Lane County Records 10. Unrecorded Option and Lease Agreement, including the terms and provisions thereof, Dated: September 3,1996 Lessor: McKay Investment Company, a partnership Lessee: US West NewVector Group, Inc. (covers additional property) Disclosed by Memorandum of Option and Lease Agreement Recorded: March 5, 1997 Document No.: 97-14696, Lane County Records 11. Improvement Agreement and Application for Sewer Hookup, including the terms and provisions thereof, Recorded: March 30, 1998 Document No.: 98-22031, Lane County Records 12. Unrecorded Option and Site Lease Agreement, including the terms and provisions thereof, Dated: April 1, 1999 Lessor: McKay Investment Company, a partnership Lessee: US West Wireless, L.L.C. (covers additional property) Disclosed by: Memorandum of Lease Recorded: May 11, 1999 Document No.: 99-042227, Lane County Records 13. Unrecorded lease, including the terms and provisions thereof, Dated: May 31, 2001 Lessor: McKay Investment Co., LLC Lessee: Master Towers, LLC (covers additional property) Disclosed by: Memorandum of Lease Agreement Recorded: July 10, 2001 Document No.: 2001-042842, Lane County Records Memorandum. of The First Amendment to The Wireless Communications Management Agreement, including the terms and provisions thereof, Recorded: February 5, 2002 Document No.: 2002-009673, Lane County Records Lot Book Report Page 30f 6 ~ Western Titl,&.Emow . . Lot Book Report Revision # 2 Order No.: 34007 14. Unrecorded Lease and Option, including the terms and provisions thereof, Dated: Lessor: McKay Investment Company, LLC, an Oregon limited liability company Lessee: Cricket Oregon Property Company, a Delaware corporation (covers additional property) Disclosed by Memorandum of Lease and Option Recorded: October 30,2001 Document No.: 2001-072228, Lane County Records Assignment of the lessee's interest, Dated: ' September 28, 2005 Recorded: Octobe r 24, 2005 Document No.: 2005-084346, Lane County Records From: Cricket Communications, Inc. and 'Cricket Oregon Property Company To: Mountain Union Telecom, LLC 15. Assignment and Assumption of Leases (Shelly Street I Yolanda), including the terms and provisions thereof, Recorded: August 24, 2007 Document No.: 2007-059773, Lane County Records From: McKay Investment Company, LLC, an Oregon limited liability company To: McKay Commercial Properties, LLC, an Oregon limited liability company 16. Existing leases and tenancies, if any. 17. Construction Lien, Recorded: July 30, 2010 Document No.: 2010-037848, Lane County Records Claimant: GTS Interior Supply cia Liendata USA Amount: $5,318.19 plus interest and fees (covers additional property) Lot Book Report Page4of6 ~ Western Tit"&,Em", . . Lot BookReport Revision # 2 Order No.: 34007 Note: Taxes paid in full for the year 2010-2011 Original Amount: $50,515.59 Tax Lot No.: 1703270000902-902 Account No.: 1833902, Code 01900 Taxes paid in full for the year 2010-2011 Original Amount: $36,381.49 Tax Lot No.: 17 03 27 00 00902 -903 Account No.: 1835535, Code 01900 Personal Property Taxes paid in full for the year 2010-2011 Original Amount: $578.11 Account No.: 5063092, Code 01900 Personal Property Taxes paid in full for the year 2010-2011 Original Amount: $4,703.00 Account No.: 5571275, Code 01900 Personal Property Taxes paid in full for the year 2010-2011 Original Amount: $378.78 Account No.: 5604067, Code 01900 Personal Property Taxes paid in fuil for the year 2010-2011 Original Amount: $765.76 Account No.: 5604074, Code 01900 Personal Property Taxes paid in full for the year 2010-2011 Original Amount: $1,725.25 Account No.: 5628641, Code 01900 Personal Property Taxes paid in full for the year 2010-2011 Original Amount: $91.90 Account No.: 5636853, Code 01900 Personal Property Taxes paid in full for the year 2010-2011 Original Amount: $1,054.79 Account No.: 5520034, Code 01900 This report is to be utilized for information only. Any use of this report as a basis for transferring, encumbering or foreclosing the real property described will require payment in an amount equivalent to applicable title insurance premium as required by the rating schedule on file with the Oregon Insurance Division. The liability of Western Title & Escrow Company of Lane County is limited to the addressee and shall not exceed the premium paid hereunder. Any questions concerning the Lot Book Report should be directed to Jerrilyn Egger at 541- 431-3710, or email atieaaer(1ilwesterntitle.com. Lot Book Report Page 50f 6 ~- Western T<t"&Emow . . Lot Book Report Revision # 2 Order No.: 34007 Exhibit "An Beginning at a point being South 1429.74 feet and West 1662.74 feet from the Northeast corner of The John G. Day Donation Land Claim No. 58, in Township 17 South, Range 3 West of the Willamette Meridian; thence South 890 39' 20" East 1439.33 feet; thence South. 00 20' 40" West 240.00 feet;, thence South 160 06' 00" East 62.56 feet; thence South 00 20' 40" West 237.43 feet; thence South 89045' 20" West 750.05 feet; thence North 520 01' 20" West 892.80 feet to the point of beginning, in Lane County, Oregon. EXCEPTING THEREFROM: Beginning at the Southwest corner of Lot 1, Block 8, EUGENE SPRINGFIELD INDUSTRIAL PARK FIRST ADDITION, as platted and recorded in Book 66, Page 13, Lane County Oregon Plat Records; thence South 160 06' East 62.56 feet; thence North 89039' 20" West 17.71 feet; thence along the arc of a 50.00 foot radius curve right, having a central angle of 2860 15' 40" (the chord of which curve bears North 00 20' 40" East 60.00 feet) a distance of 249.81 feet to the point of beginning, in Lane County, Oregon. ALSO EXCEPTING: Beginning at the Southwest corner of Lot 1, Block 7, EUGENE SPRINGFIELD INDUSTRIAL PARK FIRST ADDITION, as platted and recorded in Book 66, Page 13, Lane County Oregon Plat Records; thence South 89045' 20" West 60.00 feet; thence North 00 20' 40" East 218.12 feet; thence along the arc of a 50.00 foot radius curve left (the chord of which curve bears North 650 05' 24" East 46.76 feet) a distance of 48.65 feet; thence South 890 39' 20" East 17.71 feet; thence South 00 20' 40" West 237.45 feet to the point of beginning, in Lane County, Oregon. ALSO EXCEPTING: Beginning at the Northwest corner of Lot 1, Block 8, EUGENE SPRINGFIELD INDUSTRIAL PARK FIRST ADDITION, as platted and recorded in Book 66, Page 13, Lane County Oregon Plat Records; thence North 89039' 20" West 180.00 feet; thence South 00 20' 40" West 240.00 feet; thence South 890 39' 20" East 100.00 feet to the Westerly margin of Shelley Street cul-de-sac; thence along the Westerly margin along the arc of a 50.00 foot radius curve right (the chord of which curve bears South 89039' 20" East 80,00 feet a distance of 92.73 feet) thence leaving said margin North 00 20' 40" East 240.00 feet to the point of beginning, in Lane County, Oregon. ALSO EXCEPTING: Beginning at a point be,ing North 890 39' 20" West 180.00 feet from the Northwest corner of Lot 1, Block 8, EUGENE SPRINGFIELD INDUSTRIAL PARK FIRST ADDITION, as platted and recorded in Book 66, Page 13, Lane County Oregon Plat Records; thence North 890 39' 20" West 180.0 feet; thence South 00 20' 40" West 240.00 feet; thence South 890 39' 20" East 180.00 feet; thence North 00 20' 40" East 240.00 feet to the point of beginning, in Lane County, Oregon. ALSO EXCEPTING: Beginning at a point being South 890 45' 20" West 60.00 feet from the Southwest corner of Lot 1, Block 7, EUGENE SPRINGFIELD INDUSTRIAL PARK FIRST ADDITION, as platted and recorded in Book 66, Page 13, Lane County Oregon Plat Records; thence South 890 45' 20" West 200.00 feet; thence North 00 20' 40" East 270.11 feet; thence South 890 39' 20" East 152.28 feet; thence along the arc of a 50.00 foot radius curve left (the chord of which curve bears South 430 20' 40" East 69.07 feet) a distance of 76.2S feet; thence South 00 20' 40" West 218.12 feet to the point of beginning, in Lane , County, Oregon. Lot Book Report Page Gof 6 ~. Western r""ccsuow . . t;;.>c" I . b 1'7 ;;L ~ 'II A~~;r~rffo1~~ "\ McKay Commercial Properties, LLC 76 Centennial Loop, Suite D , "'.... .-. nts f~~~~S~:~i: ~~d~ ~:u~~c~~d:k ~;!.r:.iQ5tF1f\' 1111111111111111111111111111111111111111111111111. $41,00 00938063200700597720040043 08/24/2007 11:47:07 AM RPR-DEED Cnt=1 Stn=4' CASHIER 02 $20.00 $11.00 $10.00 ~iay Commercial Properties, 76 Centennial Loop, Suite D Eugene, OR 97401 "'\ \.--- I WARRANTY DEED- STATUTORY, FORM ,McKay" lo.'lestmenLCOmpan)!klhG; an Oregon limited liability company, Grantor, conveys and warrants to McKay CommerciaF P'iopertfes;.'tl';@;Pan Oregon limited liability company, Grantee, the following described real property, free of encumbrances except as specifically set forth herein. Legal description on attached Exhibit A. Subject to: Reservations, rights-of-way, easements, conditions and restrictions of record, and leasehold interests. 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 VIOLA nON OF APPLICABLE LAND USE LAWS AND REGULA nONS. BEFORE SIGN'ING 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 LA WSUITS 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. The true consideration for this conveyance is other than money. The liability and obligations of Grantor to Grantee and Grantee's heirs and assigns under the warranties and covenants contained hcrein or provided by law shall be limited to the amount, nature and terms of any right of indemnification available to Grantor under any title insurance policy, and Grantor shall have no liability or obligation except to the extent that reimbursement for such liability or obligation is available to Grantor under any such title insurance policy. The limitations contained herein expressly do not relieve Grantor of any liability or obligations under this instrument, but merely definc the scope, natur ,and amount of such liability or obligations. Dated this ~ day of ,2007. (sib'Ilatures and notary acknowledgment on following page) Warranty Deed - 1 C:\DocumcnlS nnd Scttings\Rcccptiun.OAKLF.^F\Lncal Sctting.s\Tempurdl)' Internet Files\QI.K 13A \ WarruntyOcedShcllyStreetY()landa082001.doc . . McKay Investment Company, LLC BY~A)~~ . Lin(/a McKay :OI\!, . anager STATE OF OREGON ) ) ss. County of Lane ) This instrument was acknowledged before me on this 21- day of ~IA !;1-, 2007, by J. Douglas McKay and Linda McKay Korth, managers of McKay Investment ~ mpany, LLC. 1ru.~ Notary Public for Oregon ,,~:;:.~ (IF F IC1AL SEAl S~N~ TRACY A STRODE N'~'7",-7 ",0 I ~;l;, l'UBLlC - OREGON ~,,:/ L.OM',\...SION NO. A3882lI2 MY ;1..1~J1~v1 S::;!,J"I :::\P1~E JA- 8 2009 Warranty Deed - 2 C:\Documcnlo; and SCltings\Rcceplion.OAKLEAF\l.ocal Scuings\Temporary Internet files\OLK IJA \WarrantyDccdShcllyStrtclYolanda082007 .doc J{I ;,p l\'v O""\l\) . . EXHIBIT A (Shelly StreetIY olanda) PARCEL I (Shelly Street): Beginning at a point being South 2344.01 feet and West 16.79 feet from the Northeast comer of the John G. Day Donation Land Claim No. 58, in Township 17 South, Range 3 West of the Willamette Meridian, said point being on the Northerly margin of the "Q" Street Freeway Connection; thence along said Northerly margin the following courses and distances: South 88057'00" West 115.34 feet, North 89021 '45" West 238.08 feet, North 79044'20" West 339.35 feet and North 65054'33" West 135.85 feet; thence leaving said Northerly margin North 84012'20" East 818.50 feet; thence South 0051 '52" West 199.10 feet to the Point of Beginning in Lane County, Oregon. ALSO beginning at a point being South 2180.56 feet and West 959.18 feet from the Northeast comer of the John G. Day Donation Land Claim No. 58, in Township 17 South, Range 3 West of the Willamette Meridian, said point being on the Northerly margin of the "Q" Street Freeway Connection; thence along said Northerly margin the following courses and distances: North 73014'36" West 159.07 feet, North 70037'52" West 215.71 feet and along the arc ofa 1362.40 foot radius curve right (the chord of which curve bears North 42~23'13" Wcst 859.48 feet) a distance of 874.41 feet; thence leaving said Northerly margin South 89039=20" East 67.90 feet; thence South 52001 '20" East 1057.12 feet; thence North 89045'20" East 980.51 feet; thence South 0051'52" West 9.46 feet; thence South 84012'20" Wcst 951.17 feet to the Point of Beginningin Lane County, Oregon. ALSO beginning at a point being South 1429.74 feet and West 1662.74 feet from the Northeast ,,'v comer of the John G. Day Donation Land Claim No. 58, in township 17 South, Range 3 West of 1\.0'" 0..<;)'0 'the Willamette Meridian; thence South 89039'20" East 1439.33 feet; thence South 0020'40" -, <)l", West 240.00 feet; thence South 16006'00" East 62.56 feet; thcnce South 0020'40" West 237.43 y,'!' ."'~O feet, thence South 89045'20" West 750.05 feet; thence North 52001 '20" West 892.80 feet to the C\'i:l .~o Point of Beginning, in Lane County, Oregon. I':) \". !\'"O ~' ..... ",'Ii ~" I(Q ;<..,V " .,p \\; -'\v'" ~O ALSO beginning at a point being South 2085.92 feet and East 559.77 feet from the Northeast. comer of the John G. Day Donation Land Claim No. 58 in Township 17 South, Range 3 West of the Willamelte Meridian; thence South 0051 '52" West 246.80 feet to the Northerly margin of the "Q" Street Freeway; thence along said Northerly margin South 88057'00" West 472.88 feet; thence leaving said Northerly margin North 0051 '52" East 207.43 feet; .thence North 84012'20" East 475.82 feet to the point of beginning, in Lane County, Oregon. EXCEPT beginning at a point being South 89045'20" West 60.00 feet from the Southwest comer of Lot I, Block 7, EUGENE-SPRINGFIELD INDUSTRIAL PARK FIRST ADDITION, as platted and recorded in Book 66, Page 13, Lane County Oregon Plat Records; thence South 89045'20" West 200.00 feet; thence North 0020'40" East 270.11 feet; thence South 89039'20" East 152.28 feet; thence along the arc of a 50.00 foot radius curve left (the chord of which curve bears South 43020'40" East 69.07 feet) a distancc of 76.25 feet; thence South 0020'40" West 218.12 feet to the )'oint of Beginning, in Lane County, Oregon. Exhibit A - I . . PARCEL 2 (Yolanda): . Beginning at the Northwest comer of Lot I, Block 2, RANCH MARKET PLAT, as platted and recorded in Volume 26, Page 8, Lane County Oregon Plat Records, in Lane County, Oregon, run thence South 0007' West 90.0 feet along the West line of said plat, thence West 40.0 feet, thence . South 43006' West 220.0 feet along the Westerly line of said plat to the Northwesterly comer of Lot 12, in Ranch Market First Addition, as platted and recorded in Volume 28, Page 23, Lane County Oregon Plat Records, run thence South 26045' West along the West line of said Lot 12, 144.31 feet; thence along the arc of a 179.38 foot radius curve left (the chord of which bears North 76040' West 82.73 feet) a distance of 83.49 feet; thence West 83.40 feet; thence along the arc of a 50.0 foot radius curve right (the long chord of which bears North 45000' West 70.71 feet); thence North 340.43 feet to the center line of County Road No. 840; thence East along the center line of said County Road 469.41 feet; thence South 0007' West 30.0 feet to the point of beginning, in Lane County, Oregon. EXCEPT: Beginning at the Northwest comer of Lot I, Block 2, RANCH MARKET PLAT, as platted and recorded in Volume 26, Page 8, Lane County Oregon Plat Records; run thence West parallel to and 30.0 feet South of the centerline of County Road No. 840 (Hayden Bridge Road) 650.54 feet; thence North 30.0 feet to said centerline; thencc East along said centerline 650.54 feet; thence South 30.0 feet to the point of beginning in Lane County, Oregon. EXCEPT: Beginning at the Northwest corner of Lot I, Block 2, RANCH MARKET PLAT, as platted and recorded in Volume 26, Page 8, Lane County Oregon Plat Records, said point also being on the Southerly margin of Hayden Bridge Road; thence along said margin West 230.49 fcet to the True Point of Beginning; thence leaving said margin South 212.31 feet; thence South 46013'00" East 55.39 feet to the Northerly most comer of Lot 12, Block 2, RANCH MARKET FIRST ADDITION, as platted and recorded in Volume 28, Page 23, Lane County Oregon Plat Records; thence along the Westerly boundary of said Lot South 26045'00" West 144.31 feet to the Northerly margin of Ranch Drive; thence leaving said Westerly boundary along said Northerly margin along the arc of a 179.38 foot radius curve to the left (the chord of which curve bears North 76040'00" West 82.73 feet) a distance of 83.49 feet; thence continuing along said margin West 83.40 feet; thence leaving said Northerly margin along the arc of a 50.00 fool radius curve to the right (the chord of which curve bears North 45000'00" West 70.71 feet) a distance of 78.54 feet to the Easterly margin of Ranch Drive; thence along said margin North 310.43 feet to the Southerly margin of Hayden Bridge Road; thence leaving said Easterly margin along said Southerly margin East 238.86 feet to the True Point of Beginning, in Lane County, Oregon. Exhibit A - 2 . . /7""?4.d.:i" " l' Ul II I \ \ If\ \ \~ \ \~ \ \\~ ~ "0 l.LJ l.LJ (f) ;to' 6ad'..~/ LOCHAVE <;t ,... ...i.905. ~.. '0' '" ~ . MAP l~ oJ! ~B9"&S$'~- ~<:O' 17-03-27-2-4----- I l~.~ SHE,LLEY STREET h' ~~.LW.s~'.f~$$p.7T * .AI...!dv:" Jl.I..t! ..(1(154) LOT 8 25.16 r _. _- oJ 800 I See tv \ SCOTT S co N r<) o l'- '.0' ....-P, W.lb~~~~ ~.904/. ..-- ..;, '2 ~ S.~~IoO'1rd'\.. ~:: q:;: L.(....".cn.:. .~" ~ ;i ~::t '),.00' ;:;: 2; 2< CL <[ :< ..rr::I'tP~.tf" """"......-;,,(/,7" --==- " ~ ~ p , ~ - ~ Rr. A19"&..., p.1>:. o '...... s:.tI9"2~'~ ~ '; - 'j""', (~ "".o:~, ,DO'$,. >~z.~ a..o.s' WEST QUlftAl.T STRf:~.ET~ ;;.1 __ _ WEST QU ( ~\ el<../',blf j PUBLIC WORKS DEPARTMENT/Engineering Division Phone: (541) 726-3753 Fax: (541) 736-1021 STORMW A TER MANAGEMENT SYSTEM SCOPE OF WORK ----------------------------- (Area be/ow this line filled out by Applicant) ----------------------------,-- (Please return to Matt Stouder@ City of Springfield Public Works Engineering; Fax # 736-1021, Phone # 736-1035), email: mstouder(iiJci.sprinidield or. us Project Name: <,~p 1:,~ov€....e",.., €!,u2-1LL,u"(, Assessors Parcel \i-t>~-'2./-OO - ''''''\A< Land Use(s): !..1c'H1- ""-6DlL....... -rN()"","~I2,"'c... Project Size (Acres): 10014 Approx. Impervious Area: D. c:.\'-\ Applicant: Date: Phone #: IFax#: EmaiI: S:::'w ~''''''Ee:~!'. 11 Is (iT> 1541-485-8383 SL\.\ -l....(e~ -<:R"'S.f\(,.1 ,.,... I,.:)t: [ " . Project Description (Include a copy of Assessor's map): '\26'?<..Al-G 6<<s..,,-,L, AS.,?!-\Al.-"T WI,H. A ~~a...e-rc 5LA~ f'o\!.... (-z') ~E~ ~\'-O~ Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary: E><,$,"T"'"'' ,,"""',.,.=:: Sr6...."--'-'A-rG'2.-s.y~1<S''''' """'01"1 DISQ-lAe"",~ -r" P,-,gwc:. S'IS,'Tc5...... Pronosed Stormwater Best Manal1ement Practices: City approved stormwater treatment devices in existing catch basins as determined by the City. (Area below this line filled out bv the Citv and Returned to the Aoolicant) (At a minimum, all boxes checked by the City on th~front and back of this sheet shall be submitted or an a lication to be com fete or submittal, a/thou h other re uirements m be necessa . Drainal!:e Study Tvpe (EDSPM Section 4.03.2): (Note. UH may be substituted for Rational Method) o Small Site Study - (use Rational Method for calculations) o Mid-Level Development Study - (use Unit Hydrograph Method for calculations) o Full Drainage Development Study - (use Unit Hydrograph Method for calculations) Environmental Considerations: o Wellhead Zone: o WetlandlRiparian: o Soil Type: o Hillside Development: o FloodwaylFloodplain: o Other Jurisdictions Downstream Analvsis: o NfA o Flow line for starting water surface elevation: o Design HGL to use for starting water surface elevation: o Manhole(Junction to take analysis to: Return to Matt Stouder@ City of Springfield, emaH: mstouder(ij)ci.sprinafield.or.us. FAX: (541) 736-1021 . COMPLETE STUDY ITEMS r!ffiCia, Use Only: * Based upan the information provided on the front of this sheet, the following represents a minimum of what is neededfor an application to be complete for submittal with respect to drainage; however, this list should not be used in lieu of the Springfield Development Code (SDC) or the City's Engineering Design Manual. Compliance with these requirements does not constitute site approval; Additional site specific information may be required Note: Upon scoping sheet submittal, ensure completed/arm has been signed in the space provided below: Interim Design StandardslWater Quality (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 wloil filtration media) for stormwater quality. Additionally, a minimum of50% of the NBR impervious surface shall be treated by vegetated methods. o 0 Where required, vegetative stormwater desigo shall be consistent with interim design standards (EDSPM Section 3.02), set forth by the Bureau of Environmental Services (BES) or Clean Water Services (CWS). o 0 For new NBR impervious area less than 15,000 square feet, a simplified desigo approach may be followed as specified by the BES for vegetative treatment. D DIf a stormwater treatment swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes, bottom slope, and seed mix consistent with either BES or CWS requirements. DO Water Quality calculations as required in Section 3.03.1 of the EDSPM o 0 All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall be provided with secondary containment or weather resistant enclosure. General Study Requirements (EDSPM Section 4.03) o 0 Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. o 0 A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map. o 0 Calculations showing system capacity for a 2-year storm event and overflow effects of a 25-year storm event. o 0 The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins. Review of Downstream System (EDSPM Section 4.03.4.C) o 0 A downstream drainage analysis as described in EDSPM Section 4.03.4.C. On-site drainage shall be governed by the Oregon Plumbing Specialty Code (OPSC). o 0 Elevations of the HGL and flow lines for both 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 indicated on the plan set. o 0 Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 80,000 Ib load without failure of the pipe structure. o 0 Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All storm pipes shall be desigoed to achieve a minimum velocity of three (3) feet per second at 0.5 pipe full based on Table 4-1 as well. OtherIMisc o 0 Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site drains o 0 Private storm water easements shall be clearly depicted on plans when private stormwater flows from one property to another o 0 Drywells shall not receive runoff from any surface wlo being treated by one or more BMPs, with the exception of residential building roofs (EDSP Section 3.03.4.A). Additional provisions apply to this as required by the DEQ. Refer to the website: www.deq.state.or.us/wq/croundwaluichome.hcm for more information. o DDetention ponds shall be designed to limit runoffto pre-development rates for the 2 through 25-year storm events -This form shall be included as an attachment, inside the front cover, of the stormwater study - IMPORTANT: ENGINEER PLEASE READ BELOW AND SIGN! As the engineer of record, I hereby certify the above required items are complete and included with the submitted stormwater study and plan set Sigoature Date Form Version ,2: March 2004 . . Page 1 of 1 Michael Cox From: STOUDER Matt [mstouder@cLspringfield.orus) Sent: Friday, November 12,20101:50 PM To: 'Michael Cox' Subject: RE: Stormwater Scoping Sheet Attachments: image001.png Thanks Michael-I don't see the need for a scoping sheet on this application either due to the limited scope of work. Please let me know if you have additional questions! Thanks, Matt From: Michael Cox [mailto:michaelc@sswengineers.com] Sent: Friday, November 12, 2010 10:40 AM To: STOUDER Matt Cc: Gail Fortier Subject: Stormwater Scoping Sheet Matt Attached is the stormwater seoping sheet for another project at Turtle Mountain located on Shelly Street. The last project there was replacing impervious area with impervious area and we received an email saying that the Scoping Sheet was not needed. This project is similar with much less area being affected. The Site plan that is attached shows the location of the project at the northwest corner of the building. Thank you for your time and please call if you have any questions. ~ Michael A Cox Engineer-in-Training 2350 Oakmont Way Suite 105 Eugene OR 97401 Phone: (541) 485-8383 Fax: (541) 485-8384 11/15/2010 'I ' ~~V)!jii .~.. ~!.;ilH .~ ~!I!l!, L.L..oIII ~ Wtl'l6 ClO '3N3Dn3 00 31lns 'dOOll'1fINN3lN3:J 9L S3r.H::I3dO'l::ld TVl:JCl3.,VKY.) AV')I:)rl :l:f3NMQ LL~L6lJO '0131,DNllJdS '.l33lJ1.S A3113HS OO~ ~ 811 NI\flNnOl^J 31HJnll\f NOI1\fl1\flSNI OlIS JOj M311\3lJ 31.IS)0 NOI1.\I:JI,IOO~ lJOr\l~ 11[- 13iUIJ'> Hoa I ~ ~~ ' ~;.~ . ,~ -~h ~~~' -~U .~~.i 1!2! ~~~ ~m . > < < . . , I, , ! , I i ! >- ... . ....Q( : ~LU - ern. ..: .<> " >Q! ~ ... . ~ ~ d~H ! lin ~ ~ hn ~ ~ ~ ~ z ~~r ~~~, U~I ~I~I ~ ~~~~ ~!~~ ~ ~ Mit ~I~~~ . ~ ~ i ~~~! 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