HomeMy WebLinkAboutNotice PLANNER 12/26/2007
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AFFIDAVIT OF SERVICE.
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srATE OF OREGON I
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County of Lane I
I. Karen LaFleur, being first duly swom, do hereby depose and say as follows:
1., I state that I am a Program Technician for the Planning Division ofthe
Development Services Department. City of Springfield,Oregon.
2. I state that in my capacity as, Program Technician, I prepared and' caused to pe '
mailed copies ofJlR(' '2.on7- txn9.0 - }.Jl'ir11P #, 0....I,KYlf.[Jtk ~- 5<krn{i(::i:~
(See attachment "A") on.' 1.JJ::L1o ,2007' addressed to (see I<o~
Attachment B"), by causing said 'letters to be placed in a U.S. mail box with
postage fully prepaid thereon.
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:A~EN LaFLEUR ,
STATE OF OREGON, County of Lane
~~ ,2007. Personally appeared the above named Karen 'LaFleur,
Program Technician, who acknowledged the foregoing instrument to be t~eir voluJ:ltary act.
Before me:
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/ OFFICIAL SEAL !
I BRENDA JONES
I ," ,'," NOTARY PUBLIC. OREGON '
COMMISSION NO, 379218 , '
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:City of'Springfield
,. Development Services Department
225 Fifth Street
Springfield, OR 97477
NOTICE OF INCOMPLETE APPLICATION
Project Name: Rosboro Lumber Minor Site Plan Modification
Project Proposal: Construct a 3,100 sf metal-framed storage shed addition to the existing laminating plant
Construct a'60,000 sf concrete slab to replace existing concrete and asphalt paving
Case Number: DRC2007-00080'
Project'Location:2509 Main Stre'et
17-03-36-00, TL 100
Application Submittal Date: December 14, 2007
Date of Complet~ness Review Letter: December 26, 2007
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Applicant Architect '
Mark Rainville. Mark McKechnie
Rosboro Lumber Oregon Architecture, Inc,
P.O, Box 20 P,O, Box 4460
SprinQfield, OR 97477-0086 Medford. OR 97501
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Application Status: The Springfield Development Code (SDC) requires that the subrTlittal requirements of.
SDC 5.4-105 be fully met prior to an application being accepted as complete for review, The application as
submitted is incomplete and requires additional information for an adequate review, The items needed to
make the app.Jication complete for review are as follows: '
1, Lane County's Assessment and Taxation Maps indicate that'17~03-36-42-07300 is a retired parcel and
has been consolidated into 17-03-36-00-00100. The plans submitted show parcel boundaries around
the old Tax Lot 7300, Show correct parcel boundary of Tax Lot 100 on the plan set.' ,
\J 2. Drinking Water Protection application or a written request for exemption in conformance with the
requirements of SDC 3,3-200 ' , ,
3, All items on the checklist starting on the following page other than those items already submitted. For
your reference; I have checked off the three items already submitted, '
The applicant must, by January 23. 2007: submit all of the missing ihformation;' submit some of the missing
information and pr,ovide written notice that no other information will be provided; or submit written notice that
none of the missing information will be provided. If the applicant is silent regarding this letter, the City will
deem the application complete for processing a decision. In this case, the City will begin processing the
application on January 24,2007. I
If you have any questions; please call Molly Markarian in the Development Services Department Planning
Division at 726-4611 or email heratmmarkarian@ci.springfield.or.us. r
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Mol){Markarian Ii1
Planner II 1
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Site Plan Review Minor Modification Submittal Requirements Checklist
NOTE: If you feel an item does not apply, please state the reason why and attach the
explanation to this form.
[8J 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 coll,ected at the
pre-submittal and submittal stages.
[8J Site Plan Review Minor Modification Application Form
o 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, including findings demonstrating compliance with SDC 5.17-125" Site
Plan Review Criteria.
[8J Copy of the Deed
o Copy of a Preliminary Title Report issued'within the past 30 days documenting
ownership and listing all encumbrances. '
o Copy of the Site Plan Reduced to 8'I2"x 11"
o Right-of-Way Approach Permit Application provided where the property has frontag !
on an Oregon Department of Transportation (ODOT) facility.
o 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 Procedure '
Manual.
o Eight (8) Copies of the Modified Plan Sets Including the Following:
NOTE: The following information should be provided, where applicable, for the area of
the site proposed to be modified.
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o All of the following plans must include the scale appropriate to the area involved and V
sufficient to show detail of the plan and related data, north arrow, and date of
preparation.
o All plan sets must be folded to 8'/," by 11" and bound by rubber bands.
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a. Site Assessment of Existing Conditions
o Prepared by an Oregon licensed Landscape Architect or Engineer
o Vicinity Map
o The name,'location and dimensions of all existing site features including buildings, cur)
cuts, trees and impervious surface areas, clearly indicating what is remaining and wh, t
is being removed. For existing structures to remain, also indicate present use, size,
. :setbacks from.pwperty lines, and distance between buildings.
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[],Ttle name; IbcatioM1, dimensions, direction of flow and top of ba ~ ~ ~ ~tkmo\t ,
!i ";!md reqUired'TiP~\i~,: n setback that are shown on the Water Que ~> Limit~d Water<. re
!',.'~ap, o~fileiri thET..\~evelopment Services Department lIT :
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o 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
o 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
o 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 ' .
o 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
o Prepared byan Oregon licensed Architect, Landscape Architect, or Engineer
o Proposed buildings::location,'dimensions,size (grpss floor area applicable to the
parking requirement for the proposed use(s)), setbacks from property lines, and
distance between buildings
o Location and height of existing or, proposed fences, walls, outdoor equipment, storage,
trash receptacles, and signs
o Location, dimensions, and number of typical, compact and disabled parking spaces;
including' aisles, wheel bumpers, directional signs, and striping 'I
o Dimensions' of the development area, as well as area and percentage ofthe site
proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and
other impervious surfaces
o Observance of solar access requirements a~ specified in the applicable zoning district
o On-site loading areas and vehicular and pedestrian circulation
o Access to streets, alleys, and properties to be served, including the location and
dimensions of existing and proposed curb cuts and curb cuts proposed to be closed
o Location, type, and number of bicycle parking spaces
o Location of existing and proposed transit facilities
o 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
c. Improvement and Public Utilities Plan
o Prepared by an Oregon licensed Civil Engineer
D Location and width of all existing and proposed easements
o 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.
. r,;Dli<~~fl~\9P;'~r~'I~~pe of existing and proposed street lighting. Ti' ~ @ ~Q :1 L~ ':'1
:, ;;:: p Locati~n of ex,i~Fi,ng and required traffic ,control d~vi.ces, fire hydl F.'f ts, power pole~, ii
,; transformers) Jlnelghborhood mailbox units, and similar public fat I I- es U J
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D Location, width, and construction material of all existing and proposed sidewalks;
sidewalk ramps, pedestrian' access ways; and trails
D Location and size of existing and proposed utilities on and adjacent to the, site includirg
sanitary sewer mains, stormwater management systems, water mains, power, gas,
telephone, and cable TV. Indicate the proposed connection points
d. Grading, Paving, 8r. Stormwater Management Plan
D Prepared by an Oregon licensed Civil Engineer
D Planting plan prepared by an Oregon licensed Landscape Architect where plants are
, proposed as part of the stormwater management system
D Roof drainage patterns and discharge locations
D Pervious and impervious area drainage patterns
D 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
D 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)
D Amount'of proposed cut and fill
e. Landscape Plan
D Drawn by a Landscape Architect
D Location and dimensions of landscaping and open space areas to include calculation of
landscape coverage '
D Screening in accordance with SDC 4.4-110
D Written description, including specifications, of the permanent irrigation system
D Location and type of street trees
D List in chart form the proposed types oflandsc~pe materials (trees, shrubs, ground
cover). Include in the chart genus, species, common name, quantity, size, spacing,
and method of planting ,
f. Architectural Plans
D Exterior elevations of ' all buildings and structures proposed for the development site,
including height '
D Conceptual floor plans
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g. On-Site Lighting Plan
D Location, orientation, and maximum height of exterior light fixtures, both free standin ]
and attached
D Type and extent of shielding, including cut-off angles, and type of illumination,
wattage, and luminous area
D,PMb"tometric'test report for each light source
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PUBLIC WORKS DEPARTMENT / Engineering Division Phone: (541) 726c3753 Fax: (541) 736-1021
MARCH 5, 2004
REQUIRED STORMWATER SCOPING SHEET USE POLICY:
In October 2003, Springfield Public Works released a trial "stonnwater scoping sheet)' provided to help
engineers and developers meet stormwater requirements in the Springfield Development Code (SDC) and
Engineering Design Standards and Procedures Manual (EDSPM). After a five month trial period, it became
apparent that users of the scoping sheet submitted much more complete applications than' non-users. An'
added bonus was a decrease in the overall review time spent on the applications, resulting in quicker notice
of decisions.. "
As a result of the benefits of the scoping sheets, the City has decided to make their use' a mandatory process.
As of April 12, 2004, the use of storm water scoping sheets will be required for all applications which require'
development review. All applications submitted to the City shall provide four (4) copies ofa completed
stormwater scoping sheet with the application packet. Attached with this.letter isthe latest version of the
scoping sheet, which reflects changes requested by the ,development community.
PLEASE NOTE: SUBMITTED APPLICA nONS WILL NOW BE REqUIRED TO SUBMIT A
COMPLETED STORMWATER SCOPING SHEET, STORMWATER STUDY AND. PLANS IN
CONFORMANCE WITH THE SCOPE REQUIREMENTS
DIRECTIONS FOR USING STORMWATER SCOPING SHEETS ARE AS FOLLOWS:
1. Obtain scoping sheet from application packet, city website, or other location
2. Fill ont project information (top half of front sheet) prior to commencement of work 'on storm water
stndy (note: do not sign scoping sheet nntil it is received from the City with reqnirements checked).
3. Mail, fax, or email all pages to: City of Springfield, Pnblic Works Dept., Attn: Matt Stonder
4. Receive completed scoping sheet (filled ont by the City) indicating minimnm requirements for a
complete stormwater study
5. Include four (4) copies of complete scoping sheet (signed by engineer at the bottom of page 2),
stormwater stndy and plans that comply with the minimum req'uired scope with snbmittal of
application packet. Thescoping sheet shall be included as an attachment, inside the front cover of
the storm water study. '
, Stormwater scoping sheets can be found with all 'application packets (City website and the Public Works
front counter) as well as on the Public Works web page at either:
www.ci.snrinl!field.or.us/Pubworks/whatsnew.htm or under the link for "fillable forms" at
www.ci.snrin!!field,or.us/Pubworks/Desil.!l1/start.htm. Thank you in ,advance for working with the City of
Springfield with this new process, , ,
Siricerely,
:,Matt;Stouder,Civp gngiJ?eer
: C;ity,of,SpringfJeld,PjIpJ\b Works/Engineering
\E.mai1: mstouder@ci.spr.iAgfield.or.us
"Ph'oile: (541) 736-1035"!!
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;FaX: (541) 736-1021 "",
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PUBLIC WORKS DEPARTMENT / EngineeringDivision
Fax: (541) 736-1021
STORMW ATER MANAGEMENT SYSTEM SCOPE OF WORK
~N. ',.,'" ,.-;T (A~eabelolf,thjsJ!;;efiJled:outl1iApplicantY___,u" .,i.:'":;':' :..
(i>ieasuel1lTl! to Matt Stouder@City of Sprf;,gflel(Public.Ji'orts'pngiile,irtng; Fax, # (736-:l021;i.~o.!!e #:7~6-lo.35.;;
Project Name: Applicant:
Assessors Parcel #: Date:
Land Use(s): Phone #:
Pro.iect Size (Acres): Fax #:
Project Description (Include a copy of Assessor's map):
Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary:
Proposed Stormwater Best Management Practices:
;'. . '.' .,.. (A;e~belowthidine fill;doulhvtheCitv ~i.dj{eiurned tn the Aill"[;~~ntt':.:.::,,/~:
. (At ~;mi,;i;,;um, alMoxes checked by/he City on the front 'mid back ofthis sheet shall b;~~bm'iUed:::;.l:" '
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[dran'applicg[i(jl}!p. be c(jmplitejorsubmittal, altho.ughot.her,require",ents f1laY..be neces~~'Y-).
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Drainal!'e Studv Tvne ffiDSPM Section 4.03.2): (Note. UH mav he suhstituted for Rational Method)
D Small Site Study ~(use Rational Method for calculations)
D Mid:Leve1 Development Study - (use Unit Hydrograph,Method for calculations)
D Full Drainage Development Study - (use Unit Hydrograph Method for calculations) .
Environmental Considerations:
D Wellhead Zone:
D Wetland/Riparian:
D Soil Type:
Downstream Analvsis:
D Hillside Development:
D Floodway/F100dp1ain:
D Other Jurisdictions:
D N/A ~ ~ (ill R '
o F1o,;,,_line:f~r s,~in~,w~ter_surface elevation: OJ [!; 1lQ [!; 0 ill ~ ~
D "J?~~Ign HGL to use fOP~~jng water surface elevation: n) _ ~
D: ,M~ole/Juncti()nto take,'~a1ysis to: , IUU. I )1
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Return-to Matt Stouder \al bty ofSprinefield. email: mstouder\alci.sprinefiel~llr.Hs. FLX:'(S4.1) 73(;- 021
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COMPLETE STUDY ITEMS l~o,;()ffiCialUseOriIY
* Based upon the information provided on the front of this sheet, the following represents a minimum of what is needed for 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 form has
been signed in the space provided below:
Interim Design StandardslWater Quality (EDSPM Chapter 3)
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D D All non-building rooftop (NBR) impervious surfaces shall be pre-treated (e,g, multi-chambered catchbasin w/oil
filtration media) for stonnwater quality. Additionally, a minimum of50% of the NBR impervious surface shall be
treated by vegetated methods. '
D D Where required, vegetative stonnwater design 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),
D D For new NBR impervious area less than 15,000 square feet, a simplified design approach may he followed as specified
by th'e BES for vegetative treatment.
D 0 If a stonnwater 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.
D D Water Quality calculations as required in Section 3,03,1 of the EDSPM
D 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 D Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
'0 D A complete drainage study, as required in EDSPM Section 4.03,1, including a hydrological study map.
D 0 Calculations showing system capacity for a 2-year stann event and overflow effects of a 25-ye!'f stann event. C
D 0 The time of concentration (Tc) shall be detennined using a 10 minute start time for developed basins.
Review of Downstream System (EDSPM Section 4.03.4.C)
D ,D 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). '
D 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.
D D 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 ofthi: pipe structure. . .
D 0 Manning's ''!1'' values for pipes ,shall be consistent with Table 4-1 of the EDSP. All stonn.pipes shall be designed to
achieve a minimum velocity of three (3) feet per second at 0.5 pipe full based on Table 4-1 as well.
Other/Misc
o D Existing and proposed contours, located at one foot interval. Include spot elevations and site irades showing how site
drains '
D 0 Private stonnwater easements shall be clearly depicted on plans when private stann water flows from one property to
another
D D Drywells shall not receive runoff from any surface w/o 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.deo.state.or.u.o:;/wa/PToundwa/uichome.hcm for more info~ation.
D ,D Detention ponds shall be designed to limit runoff to pre-development rates for the 2 through 25-year stann events
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'This form shall be included as an attachment, inside the front 'cover, of the stormwater study
I, ',VMPORTA/VT: .ENGINEER PLEASE REWBELOW AN!YSIGN! ; I
As the ergineer of record, I hereby certify the above required items are complete and included with the :r~t~wa\l7 t, Id
plan set. , .' lliJ ~ U
Signature: :.: - ~. - ; Date: - - --' ,
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CITY OF SPRINGFIELD
DEVELOPMENT SERVICES DEPARTMENT
225 5th ST
SPRINGFIELD, OR 97477
Mark Rainville
Rosboro Lumber
PO Box 20
Springfield, OR 97477-0086
CITY OF SPRINGFIELD
DEVELOPMENT SERVICES DEPARTMENT
225 5th ST
SPRINGFIELD, OR 97477
Mark McKechnie
Oregon Architecture
PO Box 4460
Meqford, OR 97501
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