HomeMy WebLinkAboutApplication Applicant 6/22/2023City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
SITE PLAN REVIEW - TYPE 2
SPRINGFIELD
W ok
Application Type
❑ Site Plan Review Completeness Check
❑ Site Plan Review Submittal
F Final Site Plan Submittal
Required Project Information (Applicant:
Applicant Name: Patrick Aldinger
Complete this Section)
Phone: 541-334-3350
Company: Oregon Urology Institute
Email: Patrick@OregonUrology.com
Address: 2400 Hartman Ln, Springfield OR 97477
Applicant's Rep: Lana Sadler
Phone: 541-342-8077
Company: Robertson Sherwood Architects pc
Email: Isadler@robertsonshemood.com
Address: 132 E Broadway Suite 540, Eugene OR 97401
Property Owner: G Street Urology Center LLC
Phone: 541-334-3350
Company: Oregon Urology Institute
Email: Patrick@OregonUrology.com
Address: 1457 G Street, Springfield OR 97477
ASSESSOR'S MAP NO: 17-03-36-22
TAX LOT NO(S): 6800 and 7000
Property Address (if applicable): 1457 G Street
Size of Property:41,112
o SLq.B
Units Per Acre:
Proposed Project Name: Oregon Urology Institute Radiation
Center Addition
Proposal: Addition to existing building - see attached narrative
Existing Use: Medical Office
New Impervious Area (Sq. Ft.): 1,485
Required Project Information (City Intake Staff:
Associated Applications:
Complete This Section)
Placard:
Case No:
1811-23-000081 -TYP=
Date:06/22/23
Reviewed By: slm
Application Fee: $ 548.90
Tech Fee: $
27.45
Notice Fee: $
TOTAL FEE: 576.35
PROJECT NO:
811-23-000061-PROJ
Owner Signature(s)
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: Oregon l Date: JUne ((n.dba3
Sign ture
Print
Owner: 6A Ian A/Ph/&SK Date: kmc l6.do-73
Signature
Print
Type 2 - Site Plan Review Application Process
A. A Type 2 application involves the Director's interpretation and exercise of discretion when
evaluating approval standards. Uses or development evaluated through this process are
uses that are conditionally permitted or allowed after Director review that may require the
imposition of conditions of approval to ensure compliance with development and approval
standards. (SDC 5.1.415(A)).
B. A Type 2 decision is made by the Director after public notice, but without a public hearing,
unless appealed. AType 2 application is reviewed according to the procedures below,
unless the Director determines that the application should be reviewed as a Type 3
decision. A Type 2 decision may be appealed according to SDC 5.1.600. (SDC
5.1.415(B)).
C. When application materials are over 20 pages in length, an applicant must provide an
identical electronic version and hard copy of the submitted materials. (SDC
5.1.215(B)(2)).
1. Site Plan Review Completeness Check Meeting
• The purpose of the completeness check meeting is to determine whether the proposed
development application is complete prior to acceptance of the application for processing
by the City. A complete application is required for the review process.
• The completeness check meeting will examine if the submittal standards of SDC 5.1.220
and 5.17.115 are met.
• A completeness check meeting is required for all Type 2 and 3 land use applications.
• Completeness Check Meetings are typically held within five to seven working days of
application submittal.
• The application must conform with Application Submittal Standards in SDC 5.1.220, the
Site Plan Review Submittal Requirements found in the SDC 5.17.155, and the Checklist
provided in this form below.
2. Applicant and the City Conduct the Completeness Check Meeting
• The applicant, owner, and associated design team are strongly encouraged to attend the
Completeness Check meeting, however it is not required.
• The meeting is held with representatives from Public Works Engineering and
Transportation, Community Services (Building), Fire Marshall's office, and the Planning
Division and is scheduled for 30 to 60 minutes.
• The Case Planner provides the applicant with a Completeness Check Meeting Checklist
specifying items required to make the application complete.
• The applicant has 160 days to submit a complete Site Plan Review application to the city;
a second Completeness Check meeting is required after the 160 days.
3. Applicant Submits a Complete Application
• The application must conform with the Application Submittal Standards in SDC 5.1.220,
the Site Plan Review Submittal Requirements found in the Springfield Development Code
(SDC) 5.17.155, and the Checklist provided below.
• An application will be reviewed for completeness in accordance with SDC 5.1.405.
• A Type 2 decision, made after public notice, but without a public hearing, unless appealed,
is issued within 120 days of submittal of a complete application.
• Mailed notice is provided to property owners and occupants within 300 feet of the
property being reviewed and to any applicable neighborhood association. In addition, the
applicant must post one sign, provided by the City, on the subject property.
• There is a 14 -day public comment period, starting on the date notice is mailed.
• Applications are distributed to the Development Review Committee, and their comments
are incorporated into a decision that addresses all applicable approval criteria and/or
development standards, as well as any written comments from those given notice.
• Applications may be approved, approved with conditions, or denied.
• At the applicant's request, the Planner can provide a copy of the draft land use decision
prior to issuing the final land use decision.
• The City mails the applicant and any party of standing a copy of the decision, which is
effective on the day it is mailed.
• The decision issued is the final decision of the City but may be appealed within 12
calendar days to the Planning Commission or Hearings Official, as applicable.
Type 2 - Site Plan Review Submittal Requirements Checklist
Please Note: • All the following items MUST be submitted.
• If you feel an item on the list below does not apply to your specific
application, please state the reason why in the attached narrative.
• When application or appeal materials are over 20 pages in length, an
applicant must provide an identical electronic version and hard copy of
the submitted materials.
❑ Site Plan Review Application Form
❑ Application Fee - Refer to the Development Code Fee Schedule for the appropriate fee
calculation formula.
❑ An electronic copy of all application materials (USB drive or other) submitted at
the time of application (if total submittal package is over 20 pages).
❑ Proof of ownership, e.g., deed or other recorded document
❑ Concurrent applications where a proposal involves more than one (1) application
❑ State or Federal Permit Required - The applicant must demonstrate that an
application has been submitted for any required federal or state permit and provide a
copy of the application upon request.
❑ Completed Attached Stormwater Scoping Sheet
One (1) Hard Copy of the Following Plan Sets for Submittal:
❑ Application materials must be submitted as required below in addition to the requirements
in SDC 5.1.220, Application Submittal Standards. Applications that do not include all the
necessary information may be deemed incomplete in accordance with SDC 5.1.225,
Acceptance of Application.
Please Note: • These plans must provide enough information to enable the City
to determine that the proposed development is feasible, but are
not necessarily required to be detailed construction level
documents
The City's Engineering Design Standards Manual, while not land
use criteria, may be used in whole or in part, by the City
Engineer to determine the feasibility of a proposed plan.
Nothing herein should be interpreted as implying any
requirement in contradiction of Oregon Statute or Oregon
Administrative Regulation.
❑ General Requirements. See SDC 5.17.115(A).
❑ Be prepared by a design professional, licensed in the state of Oregon, when required
by state law, such as an engineer, architect, landscape architect, land surveyor, or
other qualified professional as determined by the Director;
❑ Be drawn to scale with the scale indicated on the plans, and the scale sized
appropriately for the area involved and sufficient to show detail of the plan related to
the approval standards;
❑ Include a north arrow and date of preparation and/or revision;
❑ Provide the physical address of the subject property, if applicable, and the County
assessor's tax map and lot number;
❑ Provide the names and addresses of all persons listed as owners on the most
recently recorded deed;
❑ Provide the name, address, email address, and telephone number of any person that
assisted in preparing the application materials or plans; and
❑ Show the size of the property and development area in acres or square feet.
❑ Existing Conditions Plan. (SDC 5.17.115(8)). The application must include an existing
site conditions plan that shows, for the entire property and the surrounding property to a
distance of 150 feet from the subject property boundaries:
❑ The property boundaries, dimensions, and gross area;
❑ Topographic contour lines at one -foot intervals for slopes equal to or less than ten
percent and at two -foot intervals for slopes greater than ten percent;
❑ The location and width of all public and private streets, drives, sidewalks, pathways,
rights-of-way, and easements;
❑ Potential natural hazard areas, including areas mapped by the City, County, or State
as having a potential for geologic hazards;
❑ Soil types and water table information as mapped and specified in the Soils Survey
of Lane County;
❑ Resource areas, including wetlands on the City's Local Wetlands Inventory, streams,
surface mines, and wildlife habitat identified by the City or any natural resource
regulatory agencies as requiring protection;
❑ The name, location, dimensions, direction of flow, and top of bank of all
watercourses that are shown on the Water Quality Limited Watercourse Map and
their riparian areas;
❑ The 100 -year floodplain and floodway 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;
❑ Features, including existing structures, pavement, large rock outcroppings, drainage
ways, canals and ditches;
❑ The location, size and species of trees and other vegetation having a caliper
(diameter) of six inches or greater at four feet above grade; and
❑ Locally or federally designated historic and cultural resources
❑ Proposed Site Plan. (SDC 5.17.115(C)).
❑ The proposed development site, including boundaries, dimensions, and gross area;
❑ Existing site features, including trees, identified on the site analysis map, if any,
which are proposed to be retained, removed, or modified by the proposed
development;
❑ The location and dimensions of all existing and proposed structures, utilities,
pavement, and other improvements on the site and adjacent to the site for a
distance of 150 feet;
❑ Setback dimensions for all existing and proposed buildings;
❑ Loading and service areas for waste disposal, loading, and delivery; and
❑ Outdoor recreation spaces, common areas, plazas, outdoor seating, street furniture,
and similar improvements
❑ Utility and Improvement Plan. (SDC 5.17.115(D)). The application must include a
utility and improvement plant that shows:
❑ The name and location of all existing and proposed public and private streets within
or on the boundary of the proposed development site including the right-of-way and
paving dimensions, and the ownership and maintenance status;
❑ Location of existing and required traffic control devices, fire hydrants, streetlights,
power poles, transformers, neighborhood mailbox units, and similar public facilities;
❑ The location, width, and construction material of all existing and proposed sidewalks,
sidewalk ramps, pedestrian access ways, and trails;
❑ The 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 communications connections including cable, internet,
and television cable, etc.;
❑ The proposed connection points of the proposed utilities; and
❑ The location and size of existing and proposed easement and public dedications
❑ Landscape Plan. (SDC 5.17.115(E)).
❑ Existing and proposed building and pavement outlines;
❑ The location and dimensions of existing and proposed terraces, retaining walls,
decks, patios, shelters, and play areas;
❑ Existing and proposed abutting street right-of-way landscaping;
❑ Screening as specified in SDC 4.4.110;
❑ Plantings, either existing or proposed, used in erosion control and stormwater
treatment facilities;
❑ Details of a permanent irrigation system, unless specifically exempted as specified in
SDC 4.4.100;
❑ Street trees as specified in SDC 4.2.140;
❑ A specifications list for all landscaping materials to be used;
❑ A planting schedule containing the location, size, and species of the existing and
proposed plant materials (at time of planting);
❑ The anticipated size of all proposed plants at two years, or at maturity, whichever is
first; and
❑ A description of planting methods as specified in SDC 4.4. 100
❑ Access, Circulation, Parking, and Lighting Plan. (SDC 5.17.115(F)).
❑ The location, dimensions and number of typical, compact, and disabled parking
spaces; including aisles, landscaped areas, wheel bumpers, directional signs and
striping;
❑ The location and dimensions of all site circulation for vehicles, pedestrians, and
bicycles including entrances and exits to the site, and loading and service areas;
❑ Access to streets, alleys, and properties to be served, including the location and
dimensions of existing and proposed driveways and driveways proposed to be
closed;
❑ On-site lighting including the location, orientation, and maximum height of all
proposed exterior light fixtures, both free standing and attached.
❑ For lighting, the type and extent of shielding, including cut-off angles and the type of
illumination, the wattage, luminous area, and a photometric test report for each light
source;
❑ The location, type, number, and dimensions of all bicycle parking spaces;
❑ The amount of gross floor area applicable to the parking requirement for the
proposed use;
❑ The location of off-street loading areas;
❑ Existing and proposed transit facilities;
❑ A copy of a Right-of-way Approach Permit application, where the property has
frontage on an Oregon Department of Transportation (ODOT) facility; and
❑ A Traffic Impact Study prepared by an Oregon Licensed Traffic Engineer when
required by and as specified in SDC 4.2.105(A)(4).
❑ Grading, Paving, and Stormwater Management Plan. (SDC 5.17.115(G)).
❑ Stormwater management system for the entire development area;
❑ The roof drainage patterns and discharge locations;
❑ The pervious and impervious area drainage patterns;
❑ 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 drainage ways to be retained; and
❑ The existing and proposed elevations, site grades, and contours
❑ Phased Development Plan. The application must include a Phased Development Plan if
phasing is proposed. The plan must indicate any proposed phases for development,
including the boundaries and sequencing of each phase as specified in SDC 5.17.115.
Phasing must progress in a sequence that promotes street connectivity between the
various phases and accommodates other required public improvements, including but not
limited to, sanitary sewer, stormwater management, water, and electricity. The Approval
Authority may require the applicant to enter into an agreement for phased developments,
and may require bonding or other assurances for improvements, in accordance with SDC
5.15.135, Bonding and Assurances for Development.
❑ Narrative. The application must include a written letter, narrative, or report documenting
how the proposal is in compliance with the applicable approval criteria contained in SDC
5.17.125, Site Plan Review Approval Standards.
❑ Deed Restrictions. The application must submit copies of all existing and proposed
restrictions or covenants.
❑ Additional Information. The Director may require an applicant to submit additional
information at the time of Site Plan Review application submittal. At the applicant's
expense, additional studies, reports, or exhibits prepared by qualified professionals may
be required to address specific site features or concerns to demonstrate compliance with
approval standards. Additional information may include, but is not limited to the following
items:
Evidence that any required Federal or State permit has been applied for or approved;
A Geotechnical Report prepared by an Oregon -licensed engineer, if the required Site
Assessment specified in SDC 5.17.120 indicates the proposed development area has
unstable soils and/or a high water table as specified in the Soils Survey of Lane
County.
❑ Septic Systems. If the properties are not served by the City sewer system in accordance
with SDC 4.3.105, the application must include documentation from the Department of
Environmental Quality or its agent that indicates that the proposed development will be in
compliance with all applicable requirements for sanitary septic systems when such
systems exist on the properties affected by the development.
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 5.1.210:
The following information may be submitted or may be required to be submitted for the
applicant to demonstrate compliance with the applicable approval standards.
❑ Preliminary Title Report. A Copy of a Preliminary Title Report issued within the
past 90 days documenting ownership and listing all encumbrances.
❑ Traffic Impact Study. A developer may be required to prepare a Traffic Impact
Study (TIS) to identify potential traffic impacts from proposed development and
needed mitigation measures.
❑ Multiple Unit Housing Standards. Materials to demonstrate compliance with SDC
4.7.360, Multiple Unit Housing Standards (if applicable).
❑ Riparian Area Protection Report. 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.
❑ Geotechnical Report. 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, or if required by the City Engineer.
❑ Overlay District. Where the development area is within an overlay district,
address the additional standards of the overlay district on plans and narratives.
❑ Additional Information. Where physical aspects of a proposed development,
including but not limited to scale, odor noise, glare or vibration, will impact less
intensive surrounding uses, the Director may request submittal of conceptual floor
plans or other information necessary to determine compliance with applicable
standards.
❑ Tree Felling Permit. If five or more qualifying trees are proposed to be removed,
a Tree Felling Permit as specified in SDC 5.19.100.
❑ Wetland Delineation. A wetland delineation approved by the Oregon Department
of State Lands must be submitted concurrently where there is a wetland on the
property.
❑ Federal or State Permits. The applicant must demonstrate that an application
has been submitted for any required federal or state permit and provide a copy of
the application upon request.
❑ Land and Drainage Alteration Permit (LDAP). Where any grading, filling or
excavating is proposed with the development, a Land and Drainage Alteration
permit must be submitted prior to development in accordance with Springfield
Municipal Code 6.416.
10
❑ Discretionary Use or Variance. Where applicable, any Discretionary Use or
Variance as specified in SDC 5.9-100 and 5.21-100 must be provided.
❑ Annexation. An Annexation application must be submitted prior to submission of
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.
11
DEVELOPMENT AND PUBLIC WORKS
SPRINGFIELD
225 FIFTH STREET
OREGON SPRINGFIELD, OR 97477
PHONE: 541.726.3753
FAX: 541.726.1021
www.spdrygfialdor.gov
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
----------- — (Area helm this b'neJUIed out by Applicant) -- —
(Please return to Clayton MEachern @ City ofSprtngiiield Development and Public Works, Fan # 736-1021, Phone # 736-1036),
enwd:cnae�lern@sprirtglleldor.gov
Project Name:
Applicant:
Assessors Parcel #:
Date:
Land Use(s):
Phone #:
Project Size (Acres):
Fax #:
Approx. Impervious Area:
Email:
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:
(Area below this line /'died ord by the City andRetmned to the Aaaheand
(At a nurumuan, all boxes checked by the City on the front and backoftius sheet shall be subnutted
or on application to be coaWletefor subauttal, although other requirements nay, be ne essor .
Drainage Study Type (EDSPM Section 4.03.2): (Note, UH may be substituted for Rational Method)
❑ Small Site Study—(use Rational Method for calculations)
❑ Mid -Level Development Study— (use Unit Hydrograph Method for calculations)
❑ Full Drainage Development Study— (use Unit Hydrograph Method for calculations)
Environmental Considerations:
❑ Wellhead Zone:
❑ Wedand/Riparian:
❑ Soil Type:
Downstream Analysis:
❑ N/A
❑ Flow line for starting water surface elevation:
❑ Design HGL to use for starting water surface elevation:
❑ Manhole/Junction to take analysis to:
❑ Hillside Development:
❑ Floodway/Floodplain:
❑ Other Jurisdictions
Return to Clayton McEachem @ City of Springfield, email: cmceachem@springfeAd-or,gov, FAX., (541) 736-1021
COMPLETE STUDY ITEMS
r Bmedupon the h for nation provided on tie front ofdds sheet, the follou>ing represents a ndudnnot of uvh w it merkdfor on
application to be complete for subndttol with respect to drainage; however, this list should not be used in lieu ofde Sprinoeld
Development Cork (SDC) or the City's Ergtreering DesignA3mma1. Connphance with these requirements does not constitute site
appromol, Additional site specific Information may be required Note: Upon scoping sheet subndttal, ensure completedfornu has been
signed in the spare provickd below:
Interim Design Standards/Water Quality (EDSPM Chapter 3
Req'd N/A
All non -building rooftop (NBR) impervious surfaces shall be pre-treated (e. g. multi-chambered catchbasin w/oil filtration
media) for stommater quality. Additionally, a minimum of 50% of the NBR impervious surface shall be treated by
vegetated methods.
Where required, vegetative storscater design shall be consistent with design standards (EDSPM Section 3.02), set forth
in Chapter 2 of the Eugene Storscater Management Manual.
❑ For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified
by the Eugene Stommater Management Manual (Sec2A.1).
If a storscater treatment Swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes,
bottom slope, and seed mix consistent with City of Springfield or Eugene's Stomorater Management Manual.
❑ Water Quality calculations as required in Section 3.03.1 of the EDSPM.
F7 7 All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall
be provided with secondary containment orweather resistant enclosure.
r^
J
Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
I
^
LI
A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map.
F7M
❑
Calculations showing system capacity for a 2 -year stoma event and overflow effects of a 25 -year stoma event.
Private stomrwater easements shall be clearly depicted on plans when private stommatm flows from one property to
The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins.
Review ofDownstream System(EDSPM Section 4.03A.0
r—
F-1
A downstream drainage analysis as described in EDSPM Section 4.03A.C. On-site drainage shall be governed by the
Oregon Plumbing Specialty Code (OPSC).
-I
E]
Elevations of the HGL and flow lines for both city and private systems where applicable.
E ❑ Design of Storm Systems (EDSPM Section 4.04).
❑ ❑ Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set
Minimum pipe cover shall be 15 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 90,000 lb load
without failure of the pipe structure.
❑ ❑ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All storm pipes shall be designed to
Other/Miscethmeous
F7
n
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
drains.
❑
C
Private stomrwater easements shall be clearly depicted on plans when private stommatm flows from one property to
another.
r—
F-1
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 3.03A A). Additional provisions apply to this as required by the DEQ. Refer to
thewebsite: htto:/Avww. deo.state.or.us/wo/uic/uic.htm for more information.
JF7
Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events.
*Thisform shN1 be inchukd m nn Ntnchmen5 inside the frontcover, ofthe stormwnkr sbuty.
* IAWORTANT..- ENGINEER PLEASE READ BEEOWAND SIGN'
As the engineer of record, I hereby certify the above required items are complete and included with the submitted stommwater study
and plan set. Signature Date
Form Version 5: June 2015
Type II Site Plan Approval Narrative for:
Oregon Urology Institute Radiation Center Addition
1457 G Street
Springfield, Oregon
17 April 2023
Applicant/Property Owner
G Street Urology Center LLC
1457 G Street
Springfield, OR 97477
Phone: 541-334-3351
Atin: Patrick Aldringer
Civil Engineer
Capital Engineering & Consulting LLC
1430 Willamette Street #325
Eugene, OR 97401
Phone: 541-510-4225
Atin: Iris Leia Lorelle, PE, LEEP AP
Architect/Applicant's Representative
RobertsonSherwood lArchitects pc
132 East Broadway, Suite 540
Eugene, OR 97401
Phone: 541-342-8077
Atin: Lana Sadler, AIA
Landscape Architect
Cameron McCarthy Landscape Architects
150 East Broadway
Eugene, OR 97401
Phone: 541-485-7385
Atin: Justin Lanphear, ASLA
Project Description:
This application is for site plan approval of a new 1,485 square foot addition to the existing 8,767 square
foot (not including overhangs) Oregon Urology Institute Radiation Center. The original development for
this site was approved by Site Review Application #DRC2007-00009 on February 28, 2007. The
previously approved site plan indicated the addition that is proposed in this application. The total property
area is 41,112 square feet and will not change due to the proposed addition. Only the site immediately
adjacent to the new addition will be modified as noted in this application.
Project Location:
The project site at 1457 G Street is located on the south side of the 1400 block of G Street between 14'
and 16' Street. The existing Oregon Urology Institute Radiation Center is a flag shaped property
comprised of two tax lots on Map #17-03-36-22. The flag portion of the property is Tax Lot 6800 facing G
Street. The flagpole portion of the property is Tax Lot 7000 at the southeast corner of the flag property
and extends to F Street.
Approvals Requested:
Type II, Site Plan Approval
Attached Information (included in this package):
Type II Site Review Application (1 copy)
Site Review Narrative (3 copies)
Stormwater Scoping Sheet and Report (3 copies)
Geotechnical Report (3 copies)
Copy of the Deed
8-1/201 version of Site Plan (Sheet L100)
Drawings (4 copies)
G100 Project Information
G200 Exterior Elevations
L000 Existing Conditions Plan
-100 Site Plan
L200 Grading Plan
L300 Irrigation Plan
L400 Landscape Plan
L500 Details
C100 Civil Stormwater Management Plan
Oregon Urology Institute Radiation Center Addition Page 1
Final Site Plan Review Narrative April 17,2023
Project Use:
The facility is a combined radiation and immunotherapy clinic with associated offices. The total number of
full-time equivalent employees is 8with a couple of per -diem employees. The number of employees is not
anticipated to change with this addition.
Hours of Operation: Normal operating hours will range from 8:00 AM to 5:00 PM, Monday through Friday,
except holidays.
Zoning:
The site iswithin the Springfield City limits and is zoned GO, General Office. The site is designated within
the Hospital Support Overlay Zone. A medical once building use is a permitted outright in both the
General Office Zone and Hospital Support Overlay Zone.
Adjacent Uses:
The property to the east along G Street is zoned Low Density Residential. That property is currently the
McKenzie Willamette Hospital employee parking lot. The properties to the west along G Street are zoned
Low Density Residential. G Street Integrated Health, a medical provider facility, extends to 14^ Street.
The property to the north, across G Street, is zoned Mixed Use Commercial and is the McKenzie
Willamette Hospital. The two properties to the southwest are zoned Low Density Residential. The
easternmost of those properties is vacant and the westernmost of those properties contains a single-
family residence.
Hospital Support Overlay Zone:
The purpose of the hospital support overlay zone is to provide, among other things, hospital related
support services. The urology radiation center meets this criterion. The design standards for the Hospital
Support Overlay Zone noted in Springfield Development Code Section 3.3.1125 are as follows:
(1) All yard, lot/parcel size, coverage, density, fencing, parking standards shall be subject to the
same standards as professional offices in residential districts.
Per City of Springfield Development Code Section 4.7.190 Professional Offices in Residential Districts:
(A) Professional offices in residertial districts are permitted when.
(1) The lots/parcels are adjacent to CC, MUC or MRC Districts, and
The property is located adjacent to the Mixed Use Commercial district located to the
north, across G Street.
(2) The majority of the square footage of the structure on the lot/parcel is not more than 100
feet from CC, MUC or MRC Districts. Where public -right-of-way separates the
residertial district from the commercial district, the right-of-way width is not counted in
the measurement.
The main frontage of the building is located 65' from the north property line.
(B) A professional office exceeding 2, 000 square feet of gross floor area shall abut an arterial or
collector street.
The main frontage of the building faces G Street which is a collector street.
(C) No parking shall be permitted within the front yard setback. Required parking shall be screened
from the public view.
No parking is located within the front yard setback. All parking along the side and back yards are
screened from the adjacent residential zones with fully established arborvitae hedges. The
hedges were planted during the initial construction of the building in 2005.
Oregon Urology Institute Radiation Center Addition Page 2
Final Site Plan Review Narrative April 17,2023
(D) For structures on the Springfield Historic Inventory, any extemal modification shall be fully
compatible with the original design.
The building is not on the Springfield Historic Inventory.
(E) Professional offices permitted are limited to: accountants, architects, attorneys, computer
programmers, designers, engineers, insurance agencies, investment counselors, licensed real
estate agents, medical and dental practitioners, counselors, planners, and studios for artists,
interior decorators and photographers, and similar general office uses engaged in support
services to their businesses and/or their parent companies.
A professional office used for medical practitioners is a permitted use.
(F) A minimum of 25 percent of the lot/parcel shall be landscaped
The landscape area covers 11,494 square feet (27%) of the 41,112 square feet total lot area.
(2) A minimum of 25 gement of the lot/pamel shall be of planted material.
The landscape area covers 11,494 square feet (27%) of the 41,112 square feet total lot area.
(3) Parking lots shall meet the planting standards apolloable to commemial develoornent.
All off-street vehicle parking will conform to the standards listed in SDC Sections 4.6-110 through 4.6-120
Site Access / Public Transportation:
Primary site access is provided along G Street. Public transportation is available from a bus stop 0.2
miles to the west of the site along G Street. A second bus stop is located near the emergency room
entrance of the McKenzie WIlamette Hospital along Mohawk Boulevard, also 0.2 miles from the site.
According to Lane Transit District, no additional transit stops are planned within 1/2 mile of the property
Traffic Impact:
According to the Institute of Transportation Engineers (ITE) Trip Generation Manual, the average daily
trips for a medical office is 36 per 1,000 square feet. At 10,252 at (including the addition but excluding
roof overhangs), this ratio results in 369 daily trips. The ITE's peak hour trip rate for medical offices is
4.79 per 1000 square feet. This results in 49.1 peak hour trips. Both numbers are well below the threshold
to require a traffic impact study.
Off -Street Parking Facilities:
The property has two separate parking lots. The north parking lot is accessible along G Street and
connected to the main entry of the building. The north parking lot has 22 standard parking stalls and 4
accessible parking stalls. The 4 accessible parking stalls are located closest to the building's entry. The
south parking lot has 12 standard parking stalls with access from F Street. This is a total of 38 parking
stalls.
According to SDC 4.6.125, the 10,252 building (including addition but excluding large roof overhangs)
requires a minimum of 34 parking stalls at 1 stall per 300 SF of building area). Since there are no planned
changes to the parking lot area, the project does not propose any revision to the number of parking stalls.
Bicycle Parking:
The building area after the addition is 10,252 SF (excluding large roof overhangs). According to SDC
4.6.155, 0.75 bicycle parking stalls are required per 5,000 SF of building area. This results in two (1.54
calculated) required parking stalls. One short term (0.39) and one long term (1.15) parking stalls are
required. There are 18 existing ribbon style bicycle parking stalls located underthe building's northeast
covered area. There is a sidewalk connecting the bicycle parking stalls and the public right-of-way along
G Street. The new project does not propose any changes to the bicycle parking.
Phased Development:
The addition to the building and the associated site work will be completed in one phase.
Oregon Urology Institute Radiation Center Addition Page 3
Final Site Plan Review Narrative April 17,2023
Exterior Lighting:
The existing light poles and building mounted exterior lightswere approved in the site review application
for the original building. No modification to existing lighting or addition of new lighting is proposed.
Utility Infrastructure:
The existing site development includes connections to power, natural gas, storm water, domestic water,
and fire protection water lines. Refer to attached Sheet C3.0 of the original construction documents. The
existing connections have been found to be sufficient to support the new addition.
Easements:
Refer to the existing conditions plan for description of the existing easements associated with the project
No changes are proposed for the easements.
Stormwater Management:
The existing stormwater treatment on this site was previously approved on the Site Review Application
#DRC2007-00009. The new stormwater treatment that we propose only addresses the impervious
structure from the new addition.
Wetlands:
The property is not in areas identified in the Springfield Local and National Wetland Inventory Map
Drinking Water Overlay District:
The site is within the 10 -year and 20 -year time of travel zones as shown on the City of Springfield's
Wellhead Protection Area Map. No additional hazardous materials will be present on site due to this
addition. While the clinic portion of the building is sprinklered, no sprinklers are proposed within the
addition. The property is currently engaged in a drinking water protection agreement with the Springfield
Utility Board and will maintain the terms of this agreement.
Signs:
No changes to existing exterior signage is proposed.
Oregon Urology Institute Radiation Center Addition Page 4
Final Site Plan Review Narrative April 17,2023
Robertson I Sherwood I Architects Fc 132 East Broadway Suite 540
Eugene, Oregon 97401
Y 541I342.9O77r
F 5411345.4302 io
wwmrobertsonsherwood.com
r
To: City of Springfield Development Services
Attn: Tom Sievers
From: Lana Sadler, AIA
Re: Oregon Urology Institute —G Street Addition
Date: 19 June 2023
Tom:
Following is our response to the Conditions of Approval prepared by the City of Springfield regarding our
Type II Site Plan application for the Oregon Urology Institute (811-23000081-TYP2). We listed the
conditions and our responses to correspond with the May 31, 2023 Staff Report and Decision.
Condition of Approval No. 1: Prior to Final Site Plan approval, the applicant must provide
documentation showing an updated hazardous materials management plan (HMMP), with copies being
provided to SUB Water (Amy Chinitz) and the City of Springfield (Tom Sievers).
Response: An updated hazardous materials management plan has been sent to Amy Chinitz at SUB
Water. The HMMP was sent by email on June 16, 2023. A copy of the HMMP is included in this
memorandum.
Condition of Approval No. 2: Prior to Final Site Plan approval, the applicant must provide a completed
and signed operations and maintenance plan to the City for review to ensure the long-term
maintenance and operation of the proposed filtration raingarden and the two existing water quality
swales, consistent with maintenance criteria required by EDSPM 3.03.1. The applicant must call out
the new rain garden and two existing swales, and any other existing stormwater facilities, as 'facility
types' on the maintenance agreement. The plan should designate maintenance responsibility for
operating and maintaining the system and should be distributed to all property owners and tenants of
the site. The applicant will also provide proof the Notice of Operations and Maintenance Plan as has
been recorded on the property with Lane County.
Response: The signed notice of operations and maintenance agreement has been fled with Lane
County. A copy of the notice and receipt is included in this memorandum. The agreement includes the
identification of the new and existing swales.
Condition of Approval No 3: Prior to Final Site Plan approval, the applicant must provide written
communication from SUB Electric as to whether the existing transformer is sufficient for the additional
imaging room, and/or detailing the steps taken by SUB to provide additional electric capacity.
Response: SUB Electric has confirmed that the existing transformer has the capacity to accommodate
the new Linac machine. A copy of the correspondence between New Way Electric and SU B Electric is
included in this memorandum.
Robertson I Sherwood I Architeds Pc 132 East Broadway, Suite 540
Eugene, Oregon 97401
P 5411342.8%7
F 54113 45.43 02 io
wwmrobertsonsherwood.mm
Condition of Approval No. 4: Prior to Final Site Plan approval, the landscaping plan, and any other
occurrences in the plan set, must be updated to remove Carex testacea— New Zealand Orange Sedge,
with a different native plant from the planting list such as Slough Sedge (Carex obnupta), Swordleaf
Rush (Juncus ensifolius), etc... These alternative plants must be used in place of the proposed Carex
testacea.
Response: The Carex Testacea —New Zealand Orange Sedge has been replaced with Juncus
Ensifolius— Swordleaf Rush on revised Sheet L400 Landscape Plan. This sheet has been replaced in
the site plan application drawings.
i
Lana Sadler, AIA
Encl:
Hazardous material management plan, dated 6 June 2023
Copy of Notice of Operations and Maintenance Agreement fled with Lane County
Email correspondence with SUB Electric regarding existing transformer capacity
Copy of updated Site Review Sheet L400 Landscape Plan, dated 9 June 2023
HAZARDOUS MATERIALS MANAGEMENT PLAN
June 6, 2023 -TO BE UPDATED ANNUALLY)
Oregon Urology Institute Radiation Center (OUI) is located in the 16d, & Q St. zone of Springfield's
municipal drinking water wells. This means that chemicals that spill or leak onto the ground surface
have the potential to contaminate the well in less than a year's time. OUI is a committed partner in the
effort to protect Springfield's drinking water supply. Our hazardous materials management program
emphasizes the importance of preventing chemicals leaks and spills and responding promptly and
effectively should a release occur. We strive to increases awareness that the property ties within a
sensitive drinking water protection area among both our employees and the public who visit our
business.
This hazardous materials management plan outlines OUI's protocol for preventing, controlling, collecting,
and disposing of any unauthorized releases of hazardous materials. The plan also identifies the greatest
areas of risk within our facility and outlines the steps we take to reduce the risk. Any questions about
this plan or how OUI manages its hazardous materials should be directed to Patrick Aldinger, OUI's Site
Manager, at S41-334-3351.
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Revised: June 5�, 2023 (Patrick Aldinger)
Section I: Facility Description
Part A—General Information
1. Business Name: OUI Radiation Center
Address: 1457 G. Street
Springfield, OR 97477
2. Person Responsible for the Business
Name
Patrick Aldinger
Kim Zenkere
3. Emergency Contacts:
Title
Site Manager
Operations Manager
Phone: 541-334-3351
Phone
541-334-3351
541-334-3350
Name
Title
Cell Phone
Work Phone
Patrick Aldinger
On -Site Manager
208-380-1009
541-334-3351
Kim Zenkere
Operations Manager
541-913-5807
541-334-3359
Kirsten Anderson
Administrator
843-450-1639
541-334-3350
4. Person Responsible for the HMMP:
Name
Patrick Aldinger
Kim Zenkere
5. Property Owner:
Name
G. Street Urology Center, LLC
Title
On -Site Manager
Operations Manager
Address
1457 G. Street
Springfield, OR 97477
Phone
541-334-3351
541-334-3359
Phone
541-334-3351
6. Principle Business Activity: Cancer Center
7. Number of Employees (maximum number expected): 12
8. Number of Shifts: 1
9. Hours of Operation: 7:45 am - 5:30 pm, Monday - Friday and occasional weekends for treatments.
10. Declaration:
Revised: lune 5n, 2023 (Patrick Aldinger)
I certify that th information above and on the following parts is true and correct to the best of my
knowledge.
Signature:4 + - Date: 2�
Print Name:
Part B -- General Facility Description/Site Plan
(see attached copy of site map)
Part C -- Facility Map/Hazardous Material Storage Locations
(see attached copy of site map with storage locations)
Revised: June Sn, 2023 (Patrick A] dinger)
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Section III: Separation, Secondary Containment, and Monitoring
Part A—Above Ground Storage Areas
Storage Area Identification (as shown on Site plan and Floor Plan): Back Storage Closet (1)
1. Storage Type:
X Original Containers
Inside Machinery
55 -Gallon Drums
Pressurized Vessel
2. Storage Location:
X Inside Building
3. Separation:
All Materials
X Compatible
Separated by 20 feet
4. Secondary Containment*
Safety Cans
Bulk Tank
Outside Barrels
Other:
Outside Building
Secured
One -Hour Separation Wall
Approved Cabinets
Other:
Approved Cabinet Secondary Drums
Tray Bermed, Coated Floor
Vaulted Tank _ Double -Wall Tank
X Other: plastic containers
S. Monitoring:
X Visual
6. Monitoring Frequency:
Daily
X Other: Monthly
Continuous
Other:
Weekly
*All hazardous materials and wastes, regardless of container size, must be kept in
secondary containment.
**All hazardous materials shall be properly labeled.
Revised: June 5n, 2023 (Patrick Aldinger)
Storage Area Identification (as shown on Site plan and Floor Plan): Janitorial Closet (2)
1. Storage Type:
X Original Containers
Inside Machinery
SS -Gallon Drums
Pressurized Vessel
2. Storage Location:
X Inside Building
3. Separation:
All Materials
X Compatible
Separated by 20 feet
5. Secondary Containment*
Safety Cans
Bulk Tank
Outside Barrels
Other:
Outside Building
Secured
One -Hour Separation Wall
Approved Cabinets
Other:
Approved Cabinet Secondary Drums
Tray Bermed, Coated Floor
Vaulted Tank Double -Wall Tank
X Other: plastic containers
6. Monitoring:
X Visual
7. Monitoring Frequency:
_ Daily
X Other: Monthly
Continuous
Other:
Weekly
*All hazardous materials and wastes, regardless of container size, must be kept in
secondary containment.
**All hazardous materials shall be properly labeled.
Revised: lune 5t^, 2023 (Patrick Aldinger)
StoraeArea -fication (as shown on Site plan and Floor Plan): CT Room counter (3)
1. Storage Type:
X Original Containers
Inside Machinery
SS -Gallon Drums
Pressurized Vessel
2. Storage Location:
X Inside Building
3. Separation:
All Materials
X Compatible
Separated by 20 feet
6. Secondary Containment*
Safety Cans
Bulk Tank
Outside Barrels
X Other: Cidex cleaning tray
Outside Building
Secured
One -Hour Separation Wall
Approved Cabinets
Other:
Approved Cabinet Secondary Drums
Tray Bermed, Coated Floor
Vaulted Tank Double -Wall Tank
X— Other: plastic containers
Monitoring:
X Visual
8. Monitoring Frequency:
Daily
X Other: Monthly
Continuous
Other:
Weekly
*All hazardous materials and wastes, regardless of container size, must be kept in
secondary containment.
**All hazardous materials shall be properly labeled.
Revised: June 5c,, 2023 (Patrick Aldinger)
Storage Area Identification (as shown on Site plan and Floor Plan): Nurse Storage Closet (5)
1. Storage Type:
X Original Containers
Inside Machinery
55 -Gallon Drums
Pressurized Vessel
2. Storage Location:
X Inside Building
3. Separation:
All Materials
X Compatible
Separated by 20 feet
7. Secondary Containment*
Safety Cans
Bulk Tank
Outside Barrels
Other:
Outside Building
Secured
One -Hour Separation Wall
Approved Cabinets
Other:
Approved Cabinet Secondary Drums
Tray Bermed, Coated Floor
Vaulted Tank Double -Wall Tank
X Other: ,plastic containers
8. Monitoring:
X Visual Continuous
Other:
9. Monitoring Frequency:
Daily Weekly
X Other: Monthly
*All hazardous materials and wastes, regardless of container size, must be kept in
secondary containment.
"All hazardous materials shall be properly labeled.
Revised: June S6,2023 (Patrick Aldinger)
Storage Area Identification (as shown on Site plan and Floor Plan): Apheresis Area (6)
1. Storage Type:
_XOriginal Containers
Inside Machinery
SS -Gallon Drums
Pressurized Vessel
2. Storage Location:
X Inside Building
3. Separation:
All Materials
X Compatible
Separated by 20 feet
8. Secondary Containment*
Safety Cans
Bulk Tank
Outside Barrels
X Other: Pre -filled syringes
Outside Building
Secured
One -Hour Separation Wall
Approved Cabinets
Other:
Approved Cabinet Secondary Drums
Tray Bermed, Coated Floor
Vaulted Tank Double -Wall Tank
X Other: Plastic bags and plastic sleeves
9. Monitoring:
X Visual
10. Monitoring Frequency:
Daily
X Other: Monthly
Continuous
Other:
Weekly
*All hazardous materials and wastes, regardless of container size, must be kept in
secondary containment.
**All hazardous materials shall be properly labeled.
Revised: June 5n, 2023 (Patrick Aldinger)
Storage Area Identification (as shown on Site plan and Floor Plan): Nurses Station (7)
1. Storage Type:
_—_L_Original Containers
Inside Machinery
SS -Gallon Drums
Pressurized Vessel
2. Storage Location:
X Inside Building
Separation:
All Materials
X Compatible
Separated by 20 feet
9. Secondary Containment*
Safety Cans
Bulk Tank
Outside Barrels
X Other: Pre -filled syringes
Outside Building
Secured
One -Hour Separation Wall
Approved Cabinets
Other:
Approved Cabinet Secondary Drums
Tray Bermed, Coated Floor
Vaulted Tank Double -Wall Tank
X Other: Secondary Container
10. Monitoring:
X Visual Continuous
Other:
11. Monitoring Frequency:
Daily Weekly
X Other: Monthly
*All hazardous materials and wastes, regardless of container size, must be kept in
secondary containment.
**All hazardous materials shall be properly labeled.
Revised: lune St^, 2023 (Patrick Aldinger)
Storage Area Identification (as shown on Site plan and Floor Plan): Chemo Hood Room f8l
1. Storage Type:
_—X_Original Containers
Inside Machinery
55 -Gallon Drums
Pressurized Vessel
2. Storage Location:
X Inside Building
3. Separation:
All Materials
X Compatible
Separated by 20 feet
10. Secondary Containment*
Safety Cans
Bulk Tank
Outside Barrels
X Other: Vials
Outside Building
Secured
One -Hour Separation Wall
Approved Cabinets
Other:
Approved Cabinet Secondary Drums
Tray Bermed, Coated Floor
Vaulted Tank Double -Wall Tank
X Other: Secondary Container
11. Monitoring:
X Visual
12, Monitoring Frequency:
Daily
X Other: Monthly
Continuous
Other:
Weekly
*All hazardous materials and wastes, regardless of container size, must be kept in
secondary containment.
**All hazardous materials shall be properly labeled.
Revised: June 5n, 2023 (Patrick Aldinger)
Part B—Underground Storage Areas (N/A)
SINGLE-WALL TANKS AND PIPING
Tank Area Identification (as shown on facility map):
3.
4.
Backfill Vapor Wells -
Model and Manufacturer:
Continuous or Monthly Testing:
Groundwater Monitoring Wells
Monthly Precision Tank Test
Piping ---
Monitoring Method:
Frequency:
Other:
DOUBLE-WALL TANKS AND PIPING
Tank Area Identification (as shown on facility map):
1. Method of monitoring the annular space:
3.
4.
S.
Frequency:
Continuous Daily Weekly
_ Other:
List the type of secondary containment for piping:
List the method of monitoring the secondary containment for piping: _
Are there incompatible materials within the same vault? Yes _
If yes, how is separate secondary containment provided?
Revised. June StIl, 2023 (Patrick Aldinger)
No
Section IV: Waste Disposal
X Discharge to Sanitary Sewer X Pretreatment
Wastes: Propylene Glycol..
janitorial Cleaner and soaps.
Wastes: L.i _U
Licensed Waste Hauler Recycle
Wastes: Wastes:
X Other
Describe Method: Breakdown
Wastes: Ice Melt will break down in a short period of time if used
Note: See Attached Sheet for Medication Disposal
X No Waste: Hand Sanitizer. Rubbing alcohol. and betadine will be used on
patients little to no waste. Gauze with excess betadine will be disposed of via
trash.
Section V: Record Keeping (Inspection and Maintenance)
Description of our Inspection Program: A monthly inspection will be completed and signed by Patrick
Aldinger. These forms will be kept for a period of 3 years in the manager's office. Visual inspection will
be used to check secondary containment devices and if defects are noticed appropriate action will occur
(i.e. replacement of device].
Section VI: Spill Prevention
Revised: dune 5�, 2023 (Patrick Aldinger)
OUI will be conducting monthly inspections of the storage areas containing hazardous materials.
Hazardous materials will be stored in secondary containers at eye level or below. If shelves are used,
they will be secured to the walls. Trash bins are locked and secured in a covered area.
Section VII: Emergency Response Plan
1. In the event of an emergency, the following shall be notified:
A. On -Site Responders:
Patrick Aldinger On -Site Manager
Kim Zenkere Operations Manager
Kirsten Administrator
B. Method of Notification to Responders:
Automatic Alarm
Manual Alarm
Other:
C.
Fire Department
Oregon Emergency Response System
Other
541-334-3351
541-334-3359
541-334-3350
X Telephone
X Verbal
Phone Number
911*
1-800-452-0311
Dial 911 in the event of an
emergency or hazardous material
spill
* The standard procedure for notification of a hazardous material release in Springfield is to call 911.
The first responder will dispatch information to Springfield Utility Board, which must be notified as soon
as possible if a chemical release has the potential to contaminate municipal wells.
2. Designated Local Emergency Medical Facility:
Name Address Phone
McKenzie Willamette 1460 G St Springfield, OR (541) 726-4400
Medical Center 97477
Revised: lune 5�, 2023 (Patrick Aldinger)
3. Mitigation Equipment:
A. Monitoring Devices:
Toxic or flammable gas detection
_ Fluid detection
Other: Nonereauired
4.
B. Spill Containment:
X Absorbents
C. Spill Control and Treatment:
Vapor Scrubber
Pumps/Vacuums
Neutralizer
Other:
Mechanical Ventilation
X Secondary Containment
Other:
Evacuation:
X Immediate area evacuation routes posted
X Entire building evacuation procedures developed
X Assembly areas pre -planned
X Evacuation maps posted
Other:
S. Supplemental Hazardous Materials Emergency Response Plan on Site:
Location: In Managers Office (MSDS located by linear accelerator)
Responsible Person: Patrick Aldinger
Phone: (541)334-3351
Revised: June 5a, 2023 (PatrickAldinger)
Section XIII: Emergency -Response Training Plan
1. Person Responsible for the Emergency -Response Training Plan:
Name Title Phone
PatrickAldinger Site Manager 541-334-3351
2. Training Requirements:
A. All employees trained in the following as indicated:
X Procedures for internal alarm/notification
X Procedures for notification of external emergency -response organizations
X Location and content of the emergency -response plan
X Awareness of the facility s proximity to sensitive drinking water protection area
X Drinking water protection presentation (contact SUB Water
Quality Protection Coordinator, Amy Chinitz, at 541-744-3745)
X New employees will be trained upon time of hire
B. Chemical handlers are trained in the following as indicated:
X Safe methods for handling and storage of hazardous materials
X Proper use of personal protective equipment
X Locations and proper use of fire- and spill -control equipment
X Specific hazards of each chemical to which they may be exposed
C. Emergency -response team members are trained in the following:
_ Procedures for shutdown of operations
X Procedures for using, maintaining and replacing facility emergency and monitoring
equipment
3. The Following Records are Maintained for All Employees:
X Verification that training was completed by the employee
Description of the type and amount of introductory and continuing training
Documentation on and description of emergency -response drills conducted at the
facility
4. Amore comprehensive and detailed emergency -response training plan is maintained on site.
Location: Managers Office
Responsible Person: PatrickAldinger Phone: (50334-3351
Revised: June S^, 2023 (Patrick Aldinger)
Section IX: Process for Updating HMMP
If chemicals are added or removed from the facility, Patrick Aldinger will update the HMMP and send
needed information to SUB. These documents will be monitored monthly and kept in the Managers
Office.
Section X: Notes
• Wellhead protection signs are installed on-site to inform staff and visitors of the importance of
reporting and cleaning up spills. These signs are located at the North and West parking lots.
Damaged or missing signs should be replaced.
• A private service contractor will manage all outdoor landscaping chemicals. The contractor will not
store any landscaping chemicals at the facility. To ensure that no DNAPL chemicals are used for
landscaping, OUI will have a statement in place from our landscaping company and will be stored in
the manager's office.
• When use of pharmaceuticals begins, signage will be placed at sinks that indicate no disposal down
the drain.
• For protocol pertaining to the handling, storing, and discarding of Xofigo; please refer to the policy
and procedure R-003.0 and R-004.0 which are provided on a separate sheet.
• OUI will be using Stericycle instead of Lane County Waste Management for the removal of some of our
hazardous wastes. (Updated 3-20-14)
Revised: June 5°42023 (Patrick Aldinger)
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Notice of Operations and Maintenance Agreement
Private Stormwater Management and Treatment System
The undersigned owner(s), is hereby given notice that stomiwater runoff from the "Property' described below
requires stormwater management facilities to be located, designed, and constructed in compliance with the City
of Springfield's Engineering Design and Procedures (Manual. Said facilities shall be operated and maintained
in accordance with the Operations and Maintenance Agreement (O&M Agreement) on file with the City of
Springfield, Development and Public) !Works Department. _1 q' {
Qrenan UrD� TiIAn,it' =V �4i<,4 U m) TA cs'J ^- p1 -.crly Owncr/Developer)
acknowledge and agrees to maintain private stomrwater treatment fa ties listed in this document. The
maintenance of the stormwater facilities listed in this document is required as part of the Development
Agreement with the City of Springfield. This facility will be operated and maintained in accordance with the
requirements stated in this document and in the latest edition of the City of Springfield Engineering Design
Standards and Procedures Manual, Chapter 3. The City reserves the right to enter and inspect any stnrmwater
facility located on the `Property" to ensure the facilities are operating as designed. Failure of the responsible
party to inspect and maintain the facilities can result in an adverse impact to the public stonnwater system and
the quality of receiving waters.
The requirement to operate and maintain the stormwater treatment facilities in accordance with the approved
site development agreement and the site O&M Agreement is binding on all current and future owners or the
properly. The Agreement and its O&M Plan may be modified under written consent of new owners with
written approval by and re -filing with the City. The O&M Agreement and O&M Plan for facilities constructed
pursuant to this notice arc available at the Development and Public Works Department, 225 Fifth St, Springfield
Oregon, or call (541)-736-3753, between the hours of 8 a.m. and 5 p. in., Monday through Friday.
The Subject premises, is legally described as follows: (Ta Ior number rant be used to describe the property. Legal
descriptions may be obtained from the county asaessor's office).
SEE EXHIHIT "A"
ArFACBED BERETO ANDINCORFORATED HEREIN BY REFERENCE
By signing below, the signer accepts and agrees to the terms and conditions contained in the Operations and
Maintenance Plan and in any documents attached. This instrument is intended to be binding upon the parties
hereto, their heirs, successors, and assigns.
In Witness whereof, the undersigned has executed this instrument on this (qm day of JU n e_ ,
20Aa.
Owner(s): y1
Signature �
Print Name fli h (
STATE OF OREGON, County of Tanc,
X This instrument as acknowledged berm me on -Ibipc IQ -.1013
by =&iQn rfehll,,A: owners) or the above
described premises.
17 This instrument as acknowledged before me on V lint_ IS 2023
by Zrn,C .. fYi e
as lam:i-
of Q C—z n+e r 1._ 2_ +- owner(s) of the above described
premises.
`&" Fla da rrnade I e3epk riber &,Ro.?6
Notary Public for OZ% 1 My Commission Expires
OFFICIAL STAMP
KiM fltEEK YEOMAN&
No 4RYPUSLIC-OREGON
COMMISSION NO. 1028580
t
issoN EXPIRES SEPTEMBER 08, 2026
RETURN TO' CITY OF SPRINGFIELD
DEVELOPMENT & PU PLIC WORKS DEPT
225 FIFTH ST.
SPRINGFIELD, OREGON 97477
Lane Cler
Lane county Deeds and Records 2023-016710
IIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII $97.00
02075964202300167100020020
0612812023 01:58:48 PM
RPR -NT Cnt-2 Pgs=2 Stn -15 CASHIER 05
65.00 510.00 $10.00 $11.00 $61.00
Appendix 3A-1 Rr6t.n.r17 Page 1 of 1 EDSP Adopted December Q3, 2012
EXHIBIT A
Legal Description for G Street Oregon Urology Center
PARCELI
BEGINNING ATA POINT ON THE SOUTH LINE OF LOT 1 OF THE SUBDDIVISION OF THE PAUL BRATTAIN
DONATION LAND CLAIM NO. 63, NOTIFICATION NO. 3222, TOWNSHIP 17 SOUTH,RANGE 3 WEST OF THE
WILLAMETTE MERIDIAN, AS PLATTED AND RECORDED IN BOOK 2, PAGE 20, LANE COUNTY OREGON
PLAT RECORDS, SAID BEGINNING POINT BEING 268.6 FEET SOUTH AND NORTH 88° 52' 2229.02 FEET
FROM THE NORTHWEST CORNER OFTHE AFORESAID DONATION LAND CLAIM NO, 63; RUNNING
THENCE SOUTH 190.0 FEET; THENCE SOUTH 88° 52' WEST 84.86 FEET; THENCE NORTH 190.0 FEET TO
THE SOUTH LINE OF SAID LOT 1; THENCE NORTH 88° 52' EAST ALONG THE SOUTH LINE OF SAID LOT
1,848.6 FEET TO THE POINT OF BEGINNING, IN LANE COUNTY, OREGON.
EXCEPT THE NORTH 50.0 FEET THEREOF.
PARCELII
BEGINNING AT A POINT ON THE SOUTH LINE OF LOT 1 OF THE SUBDDIVISION OF THE PAUL BRATTAIN
DONATION LAND CLAIM NO. 63, TOWNSHIP 17 SOUTH,RANGE 3 WEST OF THE WILLAMETTE MERIDIAN,
AS PLATTED AND RECORDED IN BOOK 2, PAGE 20, LANE COUNTY OREGON PLAT RECORDS, WHICH SAID
BEGINNING POINT IS ALSO SOUTH 268.6 FEET AND NORTH 88" 52' EAST 2354.808 FEET FROM THE
NORTHWEST CORNER OF THE AFORESAID PAUL BRATTAIN DONATION LAND CLAIM NO. 63; RUNNING
THENCE SOUTH 226.0 FEET; THENCE SOUTH 88° 52' WEST 60.0 FEET; THENCE NORTH 7.0 FEET; THENCE
SOUTH 88° 52' WEST 65.86 FEET; THENCE NORTH 219.0 FEET TO THE SOUTH LINE OF THE AFORESAID
LOT 1; RUNNING THENCE NORTH 88° 52' EA5TALONG THE SOUTH LINE OF LOT 1, 125.86 FEET TO THE
POINT OF BEGINNING, IN LANE COUNTY, OREGON.
EXCEPT THE NORTH 50.0 FEET THEREOF.
Operations and Maintenance Agreement
Private Stormwater Management and Treatment System
Land Development Application
Owner's Name: oanxuroiowanuinc
Phone No.: (541) 334-3950
Site Address: 1457 0 Skeet
City6Pdn9flem State oregan Zip274n
Site Map and Tax lot No.: Tex Mep v -()M¢ 22 Lot o9500
(Or attach document with addifiona7lorrnfannaHon iftheJactftty erosses more than one tor)
Type of Facility(ies) one (1) aew F�maoma Ram Damen aM aro ill exiaurm water ouaory swales
Requirements
1) Stormwater Management Site Plan, (min. 8 1/2a x 1 P' attached to this form) showing the location of
the facility(ies) in relation to building structures or other permanent monuments on the site, sources of
runoff entering the facility(ies), and where stormwater will be discharged to after leaving the
fscility(ies). Landscape and vegetation should be clear on the Plan submitted or submit a separate
Landscape Plan document showing vegetation type, location, and quantity (landscape plan). These
can be the same Plans submitted for development review. -
The stotmwater management facility(ies) shown on the Site Plan are a required condition of
development approval for the identified property. The owner of the identified property is required to
operate and maintain the facility(ies) in accordance with the Facility Specific Operation and
Maintenance Plan(s) (O&M Plan(s)) attached to this form and on file with the City. The O&M Plan
for the facility(ies) will be available at the Development and Public Works Department, 225 5" Street,
Springfield, Oregon between the hours of 8 a.m. and 5 p.m., Monday through Friday.
2) Financially responsible party (circle one):
Property Owner✓ Homeowner Association Other (describe)
3) Party(ies) responsible for maintenance (only if other than owner).
Daytime phone no.54_)736 _2906
Emergency/after-hours contact phone no. (647 ) 222 -9881
Maintenance Contact Party(ies) Name & Business Address: Garrett Lutz (Faolllllee Manager)
2400 Hamman Lane, Springfield OR
4) Maintenance practices and schedule for the stmmwater facility(ies) are included in the Facility
Specific O&M Phm(s) attached to this form and filed with the Development and Public Works
Department, City of Springfield. The operation and maintenance practices are based on the version of
the City of Eugene's Stormwater Management Manual in effect at the date of development
application, as modified by any plans attached to this document at the time of signing.
Application Date: anam
By signing below, Filer accepts and agrees to the terms and conditions contained in the Operations and
Maintenance Plan(s in any document executed by Filer and recorded with it.
Filer Signature:
Print Name: l�ro-Rr�clt d cer
Appendix 3A-2 R0v01F26115 Page 1 of 1 EDSP Adopted December 03, 2012
STORMWATER MANAGEMENT FACILITY
INSPECTION AND MAINTENANCE LOG
Property Address:
Inspection Date:
Ins ection Time:
Inspected By:
Approximate Date/Time of Last Rainfall:
Type of Stormwater Management Facility:
Location of Facility on Site (In relation to buildings or other permanent structures):
Water levels and observations (Oil sheen, smell, turbidity, etc.):
Sediment accumulation and record of sediment removal:
Condition of vegetation (Height, survival rates, invasive species present, etc.) and record of
replacement and management (mowing, weeding, etc.):
Condition of physical properties such as inlets, outlets, piping, fences, irrigation facilities, and
side slopes. Record damaged items and replacement activities:
Presence of insects or vectors. Record control activities:
Identify safety hazards present. Record resolution activities:
Appendix 3A-3 Page 1 of 1 EDSP Adopted December 03, 2012
Rain Gardens
Operations and Maintenance Plan
A vegetated Infiltration Basin or rain garden is a vegetated depression created by excavation, berms,
or small dams to provide for short-term ponding of surface water until it percolates into the soil. The
basin shall infiltrate stormovater within 24 hours. All facility components and vegetation shall be
inspected for proper operations and stmchual stability, at a minimum, quarterly for the first 2 years from
the date of installation, 2 times per year thereafter, and within 49 hours after each maj or storm event. The
facility owner must keep a log, recording all inspection dates, observations, and maintenance activities.
The following items shall be inspected and maintained as stated:
Basin Inlet shall assure umestiicted stormwater flow to the vegetated basin.
• Sources of erosion shall be identified and controlled when native soil is exposed or erosion channels
are present.
• Inlet shall be cleared when conveyance capacity is plugged.
• Rocks lash pads shall be replenished to prevent erosion.
Embankment, Dikes, Berms and Side Slopes retain water in the infiltration basin.
• Structural deficiencies shall be corrected upon discovery:
o Slopes shall be stabilized using appropriate erosion control measures when soil is exposed/ flow
charnels are forming.
o Sources of erosion damage shall be identified and controlled.
Overflow or Emergency Spillway conveys flow exceeding reservoir capacity to an approved stormwater
receiving system.
• Overflow shall be cleared when 25% of the conveyance capacity is plugged.
• Sources of erosion damage shall be identified and controlled when soil is exposed.
• Rocks or other armament shall be replaced when only one layer of rock exists.
Filter Media shall allow stormwater to percolate uniformly through the infiltration basin. If water
remains 36-49 hours after storm, sources of possible clogging shall be identified and corrected.
• Basin shall be raked and, if necessary, soil shall be excavated, and cleaned or replaced.
• Infiltration area shall be protected from compaction during construction.
Sediment/ Basin Debris Management shall prevent loss of infiltration basin volume caused by
sedimentation. Gauges located at the opposite ends of the basin shall be maintained to monitor
sedimentation.
• Sediment and debris exceeding 3 inch in depth shall be removed every 2-5 years or sooner if
performance is affected.
Debris and Litter shall be removed to ensure stormovater infiltration and to prevent clogging of overflow
drains and interference with plant growth.
• Restricted sources of sediment and debris, such as discarded lawn clippings, shall be identified and
prevented.
Vegetation shall be healthy and dense enough to provide filtering while protecting underlying soils from
erosion.
• Mulch shall be replenished as needed to ensure healthy plant growth
• Vegetation, large shrubs or trees that limit access or interfere with basin operation shall be pruned or
removed.
• Grass shall be mowed to 4"-9" high and grass clippings shall be removed no less than 2 times per
year.
• Fallen leaves and debris from deciduous plant foliage shall be raked and removed if build up is
damaging vegetation.
• Nuisance or prohibited vegetation (such as blackberries or English Ivy) shall be removed when
discovered. Invasive vegetation contributing up to 25% of vegetation of all species shall be removed.
• Dead vegetation shall be removed to maintain less than 10% of area coverage or when infiltration
Appendix 3A-4 Page 15 of 31 EDSP Adopted December 03, 2012
basin function is impaired. Vegetation shall be replaced within 3 months, or immediately if required
to control erosion.
Spill Prevention measures shall be exercised when handling substances that contaminate stormwater.
Releases of pollutants shall be corrected as soon as identified.
Training and/or written guidance information for operating and maintaining vegetated infiltration
basins shall be provided to all property owners and tenants. A copy of the O&M Plan shall be provided to
all property owners and tenants.
Access to the infiltration basin shall be safe and efficient. Egress and ingress routes shall be maintained
to design standards. Roadways shall be maintained to accommodate size and weight of vehicles, if
applicable.
• Obstacles preventing maintenance personnel and/or equipment access to the infiltration basin shall be
removed.
• Gravel or ground cover shall be added if erosion occurs, e.g., due to vehicular or pedestrian traffic.
Insects and Rodents shall not be harbored in the infiltration basin. Pest control measures shall be taken
when insects/roderts are found to be present.
• If a complaint is received or an inspection reveals that a stormwater facility is significantly infested
with mosquitoes or other vectors, the property owner/owners or their designee may be required to
eliminate the infestation at the City inspector's discretion. Control of the infestation shall be
attempted by using first non -chemical methods and secondly, only those chemical methods
specifically approved by the City's inspector. Acceptable methods include but are not limited to the
following:
i. Installation of predacious bird or bat nesting boxes.
ii. Alterations of pond water levels approximately every four days in order to disrupt mosquito larval
development cycles.
iii. Stocking ponds and other permanent water facilities with fish or other predatory species.
iv. If non -chemical methods have proved unsuccessful, contact the City inspector prior to use of
chemical methods such as the mosquito larvicides Bacillus thurengensis var. israchensis or other
approved larvicides. These materials may only be used with City inspector approval if evidence
can be provided that these materials will not migrate off-site or enter the public stormwater
system. Chemical larvicides shall be applied by a licensed individual or contractor.
• Holes in the ground located in and around the infiltration basin shall be filled.
If used at this site, the following will be applicable:
Fences shall be maintained to preserve their functionality and appearance.
• Collapsed fences shall be restored to an upright position.
• Jagged edges and damaged fences shall be repaired or replaced.
Appendix 3A-4 Page 16 of 31 EDSP Adopted December 03, 2012
Lana Sadler
From: justinp@newwayelectriccom
Sent: Tuesday, June 6, 2023 8:51 AM
To: Lana Sadler
Subject: FW: RE: Oregon Urology- Load Information
Lana,
See belowfrom Danny at SUB.
Let me know if anything else is needed on this.
Thank you,
Justin Paslay
New Way Electric, Inc.
(541) 686-2365
justin@new yelectric.com
-----Original Message -----
From: "STANFIELD Danny" <DannyS@subutil.com>
Sent: Tuesday, June 6, 2023 8:24am
To: "'justinp@newwayelectric.com"' <justinp@newwayelectric.com>
Subject: RE: Oregon Urology- Load Information
Justin,
Thank for you for sending me the information regarding the additional load being added to the transformer fort he
Oregon Urology project at 1457 G Street. After reviewing it does not appear that any changes will need to be made to
the existing service for this project.
Let me know if you have any other questions/concerns.
Thanks,
An
Danny Stanfield
Electrical Engineering Technician
Springfield Utility Board
DannvS@subutil.com
Office: (541) 744-3701
Cell: (541) 521-1441
From: justinp@newwayelectric.com <justinp@newwayelectric.com>
Sent: Monday, June 5, 2023 2:05 PM
To: STANFIELD Danny <DannyS@subutil.com>
Subject: RE: Oregon Urology - Load Information
Danny,
Do you mind sending an email I can forward for site plan review.
Added Load for 1457 G St, Springfield, OR 97477:
Added Lighting - 1.714 kva
Added Receptacles - 9.5 kva
Added HVAC- 7.718 kva
Added Clinac Equipment - 48.0 kva
Total Load Added - 66.932 kva
Thank you,
Justin Paslay
New Way Electric, Inc.
(541) 686-2365
Tustin@nev aavelectric.com
-----Original Message -----
From: "STANFIELD Danny" <DannvS@subutil.com>
Sent: Monday, June 5, 20231:54pm
To: "'justinp@newwayelectric.com"' <iustinp@newwavelectric.com>
Subject: RE: Oregon Urology- Load Information
Justin,
Here is the correct info you're looking for, I apologize for the mix up.
Looks like we're still good on the total load for the transformer.
Thanks,
Am
Danny Stanfield
Electrical Engineering Technician
Springfield Utility Board
DannvS@subutil.com
Office: (541)744-3701
Cell: (541) 521-1441
From: iustinp(anewwavelectric.com <iustinp@newwavelectric.com>
Sent: Monday, June 5, 2023 1:40 PM
To: STANFIELD Danny <DannvS@subutil.com>
Subject: RE: Oregon Urology - Load Information
Danny,
That is possible. I am positive the project address is for 1457 G St, Springfield, OR 97477 on the project we are working
on. I have done site visits.
Thank you,
Justin Paslay
New Way Electric, Inc.
(541) 686-2365
i usti n@ newmayel ectric. com
-----Original Message -----
From: "STANFIELD Danny" <DannyS@subutil.com>
Sent: Monday, June 5, 20231:31pm
To: "'justinp@newwayelectric.com"' <justino@newwavelectric.com>
Subject: RE: Oregon Urology- Load Information
Justin,
Is it possible that there are 2 different projects going on for Oregon Urology?
Because all the info I have says the location is 2400 Hartman lane.
Thanks,
Danny Stanfield
Electrical Engineering Technician
Springfield Utility Board
DannvS@subutil.com
Office: (541)744-3701
Cell: (541) 521-1441
From: iustino[dnewwavelectric.com <iustino@newwavelectric.com>
Sent: Monday, June 5, 2023 1:01 PM
To: STANFIELD Danny <DannvSCadsubutil.com>
Subject: RE: Oregon Urology - Load Information
Danny,
The attached file that has the Max KW peak last 12 months, the address is for 2400 Hartman Lane. The site address
is 1457 G St, Springfield, OR 97477
Thank you,
Justin Paslay
New Way Electric, Inc.
(541) 686-2365
0 usti n@ newwavel ectric. com
-----Original Message -----
From: "STANFIELD Danny" <DannvS@subutil.com>
Sent: Monday, June 5, 202311:31am
To: "'justinp@newwayelectric.com"' <iustinp@newwavelectric.com>
Subject: RE: Oregon Urology- Load Information
Thanks Justin,
Attached is a spreadsheet with the info you requested.
After reviewing the info you sent to me regarding the added loading, I don't see and issue of overloading the existing
transformer for Oregon Urology.
Let me know if you have any other questions/concerns.
Thanks,
Am
Danny Stanfield
Electrical Engineering Technician
Springfield Utility Board
DannVS@subutil.com
Office: (541) 744-3701
Cell: (543) 521-1441
From: lusting@newwavelectric.com <lustinp@newwavelectric.com>
Sent: Monday, June 5, 2023 7:56 AM
To: STANFIELD Danny <DannvSCadsubutil.com>
Subject: Oregon Urology - Load Information
Danny,
Can you provide me the last 12 months peak demand for Oregon Urology?
See attached load schedule with included added loads.
Added Load:
Lighting - 1.714 kva
Receptacles - 9.5 kva
HVAC - 7.718 kva
Clinac Equipment - 48.0 kva
Total Load Added - 66.932 kva
FBI
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LANDSCAPE PLAN
2
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SCALE 1" = 20'-0"
0' 10' 20'
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4 1 5
LEGEND
PROPERTY LINE
PROJECT LIMIT LINE
EXISTING TREE
Protect to remain
EXISTING STREET TREE
Protect to remain
PROPOSED TREES
PX EXISTING PLANT BED
To Remain
LANDSCAPE NOTES
Survey information from survey developed, by:
Balzhiser & Hubbard Engineers
P.O. Box 10347
Eugene OR 97440
T:541-686-8478
F:541-345-5303
Contact: Call Goodwin
Survey dated: December 6, 2006
2. Do not install any plant materials until Owner's Representative has reviewed and
approved irrigation system installation, area coverage balancing, soil preparation and
finish grading. Refine the shape and finish grade of plant beds as directed by Owner's
Representative.
3. Protect all existing trees and plant materials to remain including limbs, trunks, roots and
root zones.
4. Finish grade is top of topsoil. Mulch is in addition.
5. Prune all new plant materials as directed by Owner's Representative.
6. Make minor adjustments in tree spacing as neccessary to accommodate the irrigation
system as installed.
7. Where new lawn abuts existing, provide a smooth transition and make repairs as
necessary to existing lawn.
8. Plant quantities shown are for Contractor's convenience only. Contractor is responsible
to provide 100% coverage of entire area at spacing shown.
9. Triangle space all shrubs and groundcovers, unless otherwise noted.
STORMWATER RAIN GARDEN CALCULATIONS
GARDEN FACILITY
FACILITY SURFACE AREA: 289 SF
Y PLANTING ZONES APPLICABLE: ZONE B+A+W
dcovers: 289
(4 inch pots, 12 inches o.c - 100 plants per 100 sf of facility)
Q1
132 East Broadway, Suite 540
Eugene, Oregon 97401
P (541) 342-8077
F (541) 345-4302
CAMERON
MCCARTHY
LANDSCAPE ARCHITECTURE & PLANNING
160 E Bmadway, Eugene, OR 97401
133 SW Intl Ave. Ste. 410, Portland, OR 97204
541-485-7385
www.cameronmccarthy.com
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MARK DATE DESCRIPTION
ISSUE DATE: 09 JUNE 2023
ISSUE:
SITE PLAN REVIEW
PROJECTNO:
2035
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After recording return to:
G Street Urology Center
1457 G Street
Springfield, OR 97477
[until a change is requested all tax statements
shall be sent to the following address:
G Street Urology Center
1457 G Street
Springfield, OR 97477
File No.: 7199-1088465 (RAD)
Date: August 07, 2007
Division of Chief Deputy Clerk 2007=055963
Lane County Deeds and Records
1111111111111111111111111111111111111111111111111 $36.00
00933762200700559630030030
08/09/2007 01,133 is 51 PM
RPR -DEED Cnt-1 Stn=9 CASHIER 04
$15.00 $11.00 $10.00
STATUTORY WARRANTY DEED
Oregon Urology Institute. P.C., Grantor, conveys and warrants to G Street Urology Center. LLC.
an Oregon limited liability company, Grantee, the following described real property free of liens and
encumbrances, except as specifically set forth herein:
See Legal Description attached hereto as Exhibit A and by this reference incorporated herein.
Subject to48
:
1. The 2007=2008 Taxes, a lien not yet payable.
2. Covenants, conditions, restrictions and/or easements, if any, affecting title, which may appear in
the public record, including those shown on any recorded plat or survey.
The true consideration for this conveyance is $10M. (Here comply with requirement's of ORS 93.030)
Page 1 of 3
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1
APN: 3300781300
P.1
- oantinued
File No.: 7199-1088465 (RAD)
Date: 08/07/2007
BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD
INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 197.352. THIS INSTRUMENT DOES NOT
ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND
USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON
ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY
PLANNING DEPARTMENT TO VERIFY APPROVED USES, TO DETERMINE ANY LIMITS ON LAWSUITS
AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30,930 AND TO INQUIRE ABOUT THE
RIGHT'S OF NEIGHBORING PROPERTY DINNERS, IF ANY, UNDER ORS 197.352.
Dated this% �_day of
Oregon Urology Institute, P.C.
By:
Mark R. Carson Vice President
STATE OF Oregon )
)S5.
County of Lane )
This instrument was i
by Mark R. Carson as
OFFICIAL SEAL T
PAULA DIQNaIVATSON
NOTARY PUBUC - OREGON
COMMISSION NO. 41 MS
ru
is -day of
Notary Public for Oregon
My commission expires:
Page 7 of 3
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Zoe
L
It
APN: 3300781300
LEGAL DESCRIPTION:
PARCEL I:
- continued
EXHIBIT A
File No.: 7193-1088465 {RAD}
Date: 08/07/2W7
BEGINNING AT A POINT ON THE SOUTH LINE OF LOT 1 OF THE SUBDIVISION OF THE PAUL BRATTAIN
DONATION LAND CLAIM NO. 63, NOTIFICATION NO. 3222, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF
THE WILLAMETTE MERIDIAN, AS PLATTED AND RECORDED IN BOOK Z. PAGE 20, LANE COUNTY
OREGON PLAT RECORDS, SAID BEGINNING POINT BEING 268.6 FEET SOUTH AND NORTH 88
2
229.02 FEET FROM THE NORTHWEST CORNER OF TH
0 52'
E AFORESAID DONATION LAND CLAIM NO. 53;
RUNNING THENCE SOUTH 190.0 FEET; THENCE SOUTH 880 52' WEST 84.85 FEET; THENCE NORTH
190.0 FEET TO THE SOUTH LINE OF SAID LOT 1; THENCE NORTH 880 52' EAST ALONG THE SOUTH
LINE OF SAID LOT 1, 84.86 FEET TO THE POINT OF BEGINNING, IN LANE COUNTY, OREGON.
EXCEPT THE NORTH 50.0 FEET THEREOF,
PARCEL II:
BEGINNING AT A POINT ON THE SOUTH LINE OF LOT 1 OF THE SUBDIVISION OF THE PAUL BRATTAIN
DONATION LAND CLAIM NO. 63, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE
MERIDIAN, AS PLATTED ANQ RECORQEQ IN BOOK 2, PAGE 20, LANE COUNTY OREGON PLAT RECORDS,
WHICH SAID BEGINNING POINT IS ALSO SOUTH 268.6 FEET AND NORTH 880 52' EAST 2354.808 FEET
FROM THE NORTHWEST CORNER OF THE AFORESAID PAUL BRATTAIN DONATION LAND CLAIM NO. 53;
RUNNING THENCE SOUTH 226.0 FEET; THENCE SOUTH 880 52' VILEST 60.0 FEET; THENCE NORTH 7.0
FEET; THENCE SOUTH 880 52' WEST 65.85 FEET; THENCE NORTH 219.0 FEET TO THE SOUTH LINE OF
THE AFORESAID LOT 1; RUNNING THENCE NORTH 880 52' EAST ALONG THE SOUTH LINE OF LOT 11
125.86 FEET TO THE POINT OF BEGINNING, IN LANE COUNTY, OREGON.
EXCEPT THE NORTH 50.0 FEET THEREOF.
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