HomeMy WebLinkAboutApplication Applicant 10/13/2023;City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
Final Site Plan Review
n Type (Applicant., check one)
Site Plan:, ❑ Minor Site Plan Modification: ❑
Maor Site Plan Modification: ❑
d1 section)uired Project Information (Applicant., complete this
Applicant Name:: EYUC�Ietgs Phone: 541-P4'0-iMVU00
Com an :Unit1R4€tVit9fc€PN@9 }i I Fax:
Addressl58l5F5t3tbtAvteFQ#n9„ OR WW3
Lorn Nelson
Applicant's Rep.: LorriNelson
Phone: 541-�N498-1003
Com pan Fax: lorri
Address• it t S i e W 4.944 9
Pro erty Owner;rin field School District 319
Phone: 541-726-3
,PS
Company:
Fax: brep:yanoey®sWhgfield.kl2.or.os
Address: 640 A Street, Springfield, OR 97477 brett.yancey(gspringfield.k
ASSESSOR'S MAP NO: 17-03-35-12-06800
TAX LOT NO S : 2600, 6700
Property Address: NAt7A03Jfied2E0®80®1, Springfield, OR 2600, 6700
Size of Pro ert : NStAgsi ned - G Street, Springfield, OFAcres ❑ Square Feet 1]
Proposed Name ll Mect: EC Cares - G Street
Description of If you are filling ri �fypnn yCChan��ygplk�}}seeae ach your proposal description W this application.
Proposal: Place tWo-classroom modular on sie With Taygrknd & extend utllifles to building
Existing Use: Undeveloiped Tentative Case #:
rI
Si naturgAcplpNgj?i °�fiii ry°ii�- �m a�ris�y�a��nfi hex ° r�' I�i�tse� I nQhe next a e.
Required Pnz)j�.-s-,L Information (City Zntake Staff. complete this section)
Associated Applications:
�I
Case No.: OII'�J (J l7n�
Date: 10 13
b :
2Reviewed
,f�
A r/
lication Fee: .�'i Technical Fee: $ . d "✓
Posta a Fee: 0
'
TOTAL FEES: $ 534.
1'
PROJECT NUMBER: a
Revi el 1/1/06 Molly Markarian 1 of 4
om
2.onus
T
Signature
1 represent this application to be complete for submittal to the City. I affirm that the information identified by the
City as necessary for processing the application is provided herein or the information will not be provided if not
otherwise contained within the submittal, and the City may begin processing the application with the information as
submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a
complete application.
Date: / O p
Signature
Revised 1/1/00 only Markarian 2 of 4
Final Site Plan Review Application Process
1. Applicant Submits a Final Site Plan Review Application to the Development Services
Department
The application must conform to the Fina/ Site Plan Review Submittal Requirements
Checklist on page 4 of this application packet.
Planning Division staff screen the submittal at the front counter to determine
whether all required items listed in the Final Site Plan Review Submittal
Requirements Checklist have been submitted.
Applications missing required items will not be accepted for submittal
2. City Staff Conduct Detailed Completeness Check
• Planning Division staff conducts a detailed completeness check within 30 days of
submittal.
• The assigned Planner notifies the applicant in writing regarding the completeness of
the application.
• An application is not be deemed technically complete until all information necessary
to evaluate the proposed development, its impacts, and its compliance with the
provisions of the Springfield Development Code and other applicable codes and
statutes have been provided.
• Incomplete applications, as well as insufficient or unclear data, will delay the
application review process and may result in denial.
3. City Staff Review the Application & Issues Final Approval
• This is a Type I decision and thus is made without public notice and without a public
hearing since there are clear and objective approval criteria and/or development
standards that do not require the use of discretion.
• Decisions address all the applicable approval criteria and/or development standards.
• Applications may be approved, approved with conditions, or denied.
• 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 and may not be appealed.
4. City Drafts a Development Agreement
Applicant and City sign Development Agreement
Final Site Plan and Development Agreement become null and void if construction
has not begun within two years of signing the Development Agreement.
S. City Conducts Final Site Inspection
City authorizes provision of public facilities and services and issues Certificate of
Occupancy
Revised 1/1/08 Molly Markarian 3 of 4
Final Site Plan Review Submittal Requirements Checklist
NOTE: If you feel an item does not apply, please state the reason why and attach the
explanation to this form.
❑ 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. The applicable application, technology, and postage fees are collected at the
time of complete application submittal.
❑ Final Site Plan Review Application Form
❑ Letter Addressing Conditions of Approval - lists and addresses each condition of
approval, detailing the actions taken and current status of each item.
❑ Five (5) Copies of the Final Site Plan Sets incorporating all required modifications and
applicable conditions
❑ Additional Documents requested as Conditions of Approval as part of the Site Plan
Review decision.
Revised 1/1/08 Molly Markarian 4 of 4
FINAL SITE PLAN REVIEW
EC CARES, SPRINGFIELD OR
The following conditions of approval have been met. See response below and drawing set.
1. The Final Site Plan must provide for installation of a SUB Wellhead Protection Area sign at the
outdoor trash enclosure to meet the requirements of SDC 3.3.140.
SEE L-1.0 — Drawing revised ASI -02.
1. To meet the requirements of SDC 4.3.110(A)(5), the applicant's Finalsite Plan must provide an
overflow connection from the rain garden to a weephole in the curb line of a Street.
SEE C-4.0
3. To meet the requirements of SDC 4.3.110(B)(2)(b)(viii), the applicant's Final Site Plan must
include a crass -section detail for the vegetated filter strip. The cross section must show
compliance with the standards listed on the Filter Strip detail attached to this decision as
AttachmentA.
SEE C-5.4
4. To meet the requirements of SDC 4.3.110(A)(5), prior to approval of the Final Site Plan the
applicant must record a Notice of Operations and Maintenance Agreement consistent with
Appendix 3A-1 of the City's EDSPM against the subject property and provide evidence thereof to
the Cry.
See attached 0&M
5. The Final Site Plan must show the location and dimensions of any recorded electrical easements
providedfor Springfield Utility Board facilities.
See attached for recorded easement.
6. The Final Site Plan must be revised to remove the Bus X3 parking spam depicted on G Street to
the east side of ffih Street.
SEE L-1.0 AND C-2.0
7. The Final Site Plan must include a roof or canopy over the bicycle parking rack at the northwest
corner of the building. Alternatively, the applicant must provide a covered bicycle parking at
another location on the site that meets the requirements for location covering, illumination and
anchoring to the ground as described in SDC 4.6.145(C), 4.6.150 (A) and 4.6.155(B).
SEE L-1.0 - BIKE STORAGE INSIDE BUILDING
111
ROWELL
SPR CONDITIONS OF APPROVAL - RESPONSE
B R O KAW
CASE# 811-23-000059 TYP2
2023-10-10
The following conditions of approval have been met. See response below and drawing set.
1. The Final Site Plan must provide for installation of a SUB Wellhead Protection Area sign at the
outdoor trash enclosure to meet the requirements of SDC 3.3.140.
SEE L-1.0 — Drawing revised ASI -02.
1. To meet the requirements of SDC 4.3.110(A)(5), the applicant's Finalsite Plan must provide an
overflow connection from the rain garden to a weephole in the curb line of a Street.
SEE C-4.0
3. To meet the requirements of SDC 4.3.110(B)(2)(b)(viii), the applicant's Final Site Plan must
include a crass -section detail for the vegetated filter strip. The cross section must show
compliance with the standards listed on the Filter Strip detail attached to this decision as
AttachmentA.
SEE C-5.4
4. To meet the requirements of SDC 4.3.110(A)(5), prior to approval of the Final Site Plan the
applicant must record a Notice of Operations and Maintenance Agreement consistent with
Appendix 3A-1 of the City's EDSPM against the subject property and provide evidence thereof to
the Cry.
See attached 0&M
5. The Final Site Plan must show the location and dimensions of any recorded electrical easements
providedfor Springfield Utility Board facilities.
See attached for recorded easement.
6. The Final Site Plan must be revised to remove the Bus X3 parking spam depicted on G Street to
the east side of ffih Street.
SEE L-1.0 AND C-2.0
7. The Final Site Plan must include a roof or canopy over the bicycle parking rack at the northwest
corner of the building. Alternatively, the applicant must provide a covered bicycle parking at
another location on the site that meets the requirements for location covering, illumination and
anchoring to the ground as described in SDC 4.6.145(C), 4.6.150 (A) and 4.6.155(B).
SEE L-1.0 - BIKE STORAGE INSIDE BUILDING
111
After Recording, Return tan
Springfield Utility Board
1001 Main Street
Springfield, OR 97477
SPRINGFIELD UTILITY BOARD
EASEMENT - ELECTRIC
(Map Identification and Tax Lot No. 6/00, 6800 17-03-85-12 on date of execution
THISINDENTUREM/�DEandenteredintotbis� day of ��JJ ULA�// 20� by and
4 % A
hereinafter referred to as the
Grentor(sJ,
and th ITY OF SPRINGFIELD, a municipal corporation � State of Oregon, acting by and
though its SPRINGFIELD UTILITY BOARD, in Lane County, Oregon, hereinafter referred to as Grantee.
WITNESSETH: FOR CONSIDERATION otherthan monetary and the acceptance by the Grantee, and for
Grantee's use or holding of said becoment for present or future public use, Grantor(s) hereby grants,
bargains, sells and conveys unto Grantee, a perpetual easement more padicularly described and sat forth
in Exhibit A attached hereto and incorporated herein by reference. Said easement burdens and is over and
upon the real property more particularly described and set forth in Exhibit B attached hereto and
incorporated herein by reference. A map depicting the easement is attached as Exhibit C.
The easement conveyance at forth herein grants to the Grantee, Springfield Utility Board and its
successors and assigns, the right to enter upon the real properly more padicularly described and set forth
in Exhibit B for the purpose of constructing, installing, reconstructing, operating, maintaining, relocating,
and replacing therein underground and above ground electric distribution, fiber optic, and
telecommunication Imes, including poles, guy wires, vaults, transformers, and other necessary facilities, to
remove and replace fences and lawns to the extent necessary to construct, maintain, antl pr.Wbt.a,d Imes,
to cut and trim trees and shrubbery, and to trim and remove all dead. weak, leaning, or dangerous branches
orentim trees that are high enough to strike wires. No part of any building or permanent structure will be
placed upon this easement by Counter, other than pavement, curbs, sidewalks, and driveway aprons made
with such materiels as Grantor tleems appropnate, without the express consent of Grantee. This easement
does not restrict the installation of public utilities Provided such installations meet Grantee's approval.
TO HAVE AND TO HOLD said easement unto Grantee and Grantee's heirs, successors and assigns
forever.
Grantor further covenant and warrant that ithhey are the owners of the real property more particularly
described and set forth in Exhibit B and that the property is free and clear of encumbrances and liens of
whatsoever kind and character except all covenants, conditions, restrictions, encumbrances, comments,
and liens, if any, affecting title which appear in the public records and any of those visible from a physical
examination of the property.
IN WITNESS WHEREOF, the Grantors above named have hereunto set their hands and seals on
2L 20,4
Grantor I Property Owne�7r(s)r)(I�,
t/1y�yNvae BPEawiie JS /lF iac Fra
Signature
S.nx;�_ 'c ld .S -Ano% Ji4,,i A%,/9
PnMetl Name T C cope Name
State of ORFrGgN
County of�dl
This lnstermenteds acknowledged beforebi Ar [Y ,20_&y IJIKT r�' A
C•OrO. afSj%fiN/yF{yi Se4uulb'shicfNo•l9
Opoll;�gL STAMP r�
Aii NOgEA MICHELLE WALIACE
NOTARv P,^_rC-OREGON o ,Public—St aleofOregon
yy rs.,�t��ccCC1C1OMM16�99<GGtCCU��N NO. 107]6$7
AC T 'DFErM1NITST��ll. BOARD:
THE CONVEYANCE set forth in this instrument conveying the or interest to the City of Springfield, a
Municipal Corporation of the State of Oregon, acting by and through its Springfield Utility Board is hereby
approved and the title or interest conveyed therein is hereby accepted.
Springfield Utility Board
By:
Title. Director. Electrical Engineering d Operators
EXHIBIT A
UTILITY EASEMENT DESCRIPTION
A 5.00 -FOOT WIDE STRIP OF LAND LOCATED IN TOWNSHIP 17 SOUTH, RANGE 3 WEST, SECTION 35,
WILLAMETTE MERIDIAN, SPRINGFIELD, LANE COUNTY, OREGON, THE CENTERLINE OF SAID STRIP BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS'
COMMENCING AT THE SOUTHWEST CORNER OF THE LANDS CONVEYED IN INDIVIDUAL WARRANTY DEED,
RECORDED IN DOCUMENT NO. 9370792, NOVEMBER 2, 1993, LANE COUNTY DEEDS AND RECORDS, SAID
CORNER BEING ON THE NORTHERLY RIGHT-OF-WAY OF "G" STREET; THENCE SOUTH 89°54'09" EAST9.50 FEET,
ALONG SAID RIGHT-OF-WAY OF "G" STREET, TO THE TRUE POINT OF BEGINNING; THENCE PARALLEL WITH THE
WEST LINE OF LOT 16, BLOCK 108, PLAT OF WASHBURNE'S SUBDIVISION OF THE SPRINFIELD INVESTMENT AND
POWER COMPANY'S ADDITION TO SPRINGFIELD, AS PLATTED AND RECORDED IN BOOK 2, PAGE 73, LANE
COUNTY PLAT RECORDS, NORTH 0°24'07" EAST 122.51 FEET TO A POINT BEING 2.50 FEET NORTH, BY
PERPENDICULAR MEASUREMENT, OF THE NORTH LINE OF SAID LOT 16; THENCE PARALLEL WITH THE NORTH
LINE OF LOTS 16 THROUGH 20 OF SAID BLOCK 108, TO THE EAST LINE OF THE ALLEY IN SAID BLOCK 108, SOUTH
89°54'09" EAST 142.50 FEET, MORE OR LESS, THERE TERMINATING.
THE SIDELINES OF SAID STRIP OF LAND SHALL BE PROLONGED OR SHORTENED TO TERMINATE ON THE SOUTH
RIGHT-OF-WAY OF SAID "G" STREET AND THE EAST LINE OF THE ALLEY IN BLOCK 108 SO AS TO PREVENT ANY
GAPS OR OVERLAPS.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 14, 2023
HEATH DAVID MCCONNELL
67135PLS
RENEWAL DATE: 12/31/24
EXHIBIT B
LOTS 16, 17, 18, 19, AND 20, BLOCK 108, WASHBURNE'S SUBDIVISION OF THE SPRINGFIELD
INVESTMENT AND POWER COMPANY'S ADDITION TO SPRINGFIELD, AS PLATTED AND RECORDED IN
BOOK 2, PAGE 73, LANE COUNTY OREGON PLAT RECORDS, IN LANE COUNTY, OREGON.
ALSO, THE NORTH 2.00 FEET OF "G" STREET, VACATED IN DOCUMENT NO. 9708755 & 9708755,
ABUTTING SAID LOTS ON THE SOUTH.
ALSO, THE SOUTH 7.00 FEET OF A 14.00 FOOT WIDE ALLEY, VACATED IN VOLUME 298, PAGE 583 LANE
COUNTY OFFICIAL RECORDS, ABUTTING SAID LOTS ON THE NORTH.
REGISTERED
Branch
PROFESSIONAL
EXHIBIT C
LAND SURVEYOR
ENGINEERING=
SUBMAY1,2023ENT
UTILTY EASEM
Sime 1977
SCALE: 1"=30'
OREGON
310 SO Street
MARCH 14, 2023
Springfield, OR 97477
HEATH MCCONNELL
p: 541.746.0637
—
67135PLS
W...6ran ch Engineering.com
EXPIRES: December 31, 2024
--- — — — — —
14,00 VACATED ALLEY
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589 "E 142_50 r 5.00
�\ N89'54'09'W 88.00
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LEGEND
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PROPERTY LINE
— OLD LOT LINE
— —VACATED LINE
EASEMENT LINE
PROJECT No. 22-515:2
Operations and Management Plan
EC Cares - Springfield
In order for the stormwater treatment facilities to continue operating at acceptable levels, regular
maintenance and inspection are required. This plan provides maintenance and inspection
instructions. The Operations and Maintenance Plan shall be recorded with Lane County.
Prepared for: Rowell Brokaw
Prepared by: Ranch Rondeau, EIT
Project Engineer: Anna Backus, PE
July2023 I KPFF Project#2200394
KPFF'S COMMITMENT TO SUSTAINABILITY
As a member of the US Green Building Council,
a sustaining member of Oregon Natural Step,
and a member of the Sustainable Products
Purchasers Coalition, KPFF is committed to the
practice of sustainable design and the use of
sustainable materials in our work.
When hardcopy reports are provided by KPFF,
they are prepared using recycled and recyclable
materials, reflecting KPFF's commitment to
using sustainable practices and methods in all
of our products.
Table of Contents
Responsibility .......................
Schedule..
Procedure
Rain Garden ...................
Soakage Trench ..............
Inlets, Drains and Basins
Piped Storm System .......
Appendices
Appendix 1
Facility Operations and Maintenance Plan: Filter Strip
Appendix 2
Facility Operations and Maintenance Plan: Rain Garden
Appendix 3
Facility Operations and Maintenance Plan: Soakage Trench
Appendix 4
Notice of Operations and Maintenance Plan
Appendix 5
0&M Agreement: Operations and Maintenance Plan
Appendix 6
Facility Inspection and Maintenance Log
ECQres-Spriigfield I UFFConsuhing Engineers
OPERATIONS AND MAINTENANCE PIAN
Responsibility
The facility is to be maintained by the property owner. The preparer has designed a system that can be easily
maintained by the maintenance staff.
A copy of the Operations and Maintenance (O&M) Plan shall be provided to all property owners and property
managers.
Descriptions
The Stormwater System collects and treats runoff from pollution -generating surfaces within the site as
required by the City of Springfield.
All runoff from the impervious surfaces at the EC Cares Springfield site will be treated by a rain garden and
filter strip and infiltrated using a soakage trench.
Definitions
• Fifter Strips are gently sloped vegetated or grassed areas that stormwater runoff is directed to flow
over and filter through.
• Rain Gardens are vegetated, flat-bottomed, shallow landscape depressions used to collect and hold
stormwater runoff.
• Soakage Trenches are flood control devices injecting stormwater runoff into the ground recharging
groundwater.
• Growing Media is specialty soil containing little to no fines designed to filter stormwater reliably
without clogging. In the event that the planter soil needs to be replaced, it must be replaced with soil
that matches the building's plans and specifications.
• Overflow Inlets are vertical pipes with atrium grates over them. They allow stormwater from large
rain events to bypass treatment and enter the downstream storm system. The grates prevent debris
and rodents from entering the piped storm system. The domed nature of the grates discourages
clogging at the inlet.
Schedule
The whole system shall be inspected and maintained annually and within 48 hours after each major storm
event. This 0&M plan defines a major storm event as 2 inches of rain in 24 hours or more. All components of
the storm system as described on the following page must be inspected and maintained frequently, or they
will cease to function effectively. The facility owner must keep a log recording all inspection dates,
observations and maintenance activities. Receipts shall be saved when maintenance is performed so there is
a record of expenses.
ECQres-Spriigfield I UFFConsuhing Engineers
OPERATIONS AND MAINTENANCE PIAN
Procedure
Filter Strip
• See Appendix 1 for the required maintenance procedure.
Rain Garden
• See Appendix 2 for the required maintenance procedure.
Soakage Trench
• See Appendix 3 for the required maintenance procedure.
Inlets, Drains and Basins
• They should be inspected for obstructions, debris, oil and grease, which shall be removed upon
discovery.
• If water ponds over the inlet for more than two hours after a major storm, the inlet drain may be
clogged.
• Check for debris/sediment accumulation in and around the inlet or overflow and rake and remove
upland causes (erosion, surface debris, etc).
Piped Storm System
• Annual inspection for clogging shall be performed.
• The system should be inspected for cracks or leaks during each inspection.
• Cleaning shall be done without use of detergents or surfactants. A pressure washer may be used if
necessary.
2200394 kg
ECQres-Spriigfield I UFFCPnsuhing Engineers 3
OPERATIONS AND MAINTENANCE PIAN
Appendix 1
Facility Operations and Maintenance Plan: Filter Strip
ECQres-Spriigfield I UFFCPnsuhing Engineers
OPEIIATIONS AND MAINTENANCE PIAN
Vegetated Filter Strips
Operations and Maintenance Plan
Vegetated Filter Strips are gently sloped vegetated areas that stormwater runoff is directed to flow and
filter through. Stormwater enters the filter as sheet flow from an impervious surface or is converted to
sheet flow using a flow spreader. Flow control is achieved using the relatively large surface area and
check dams. Pollutants are removed through infiltration and sedimentation. The vegetative filter should
drain within 48 hours of storm event. All facility components and vegetation shall be inspected for proper
operations and structural stability. These inspections shall occur, at a minimum, quarterly for the first 2
years from the date of installation, 2 times per year thereafter, and within 48 hours after each major 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:
F7 ow Spreader shall allow runoff to enter the vegetative filter as predominantly sheet flow.
• Source of erosion damage shall be identified and controlled when native soil is exposed or erosion
channels are forming.
• Sediment build-up near or exceeding 2 inch in depth shall be removed.
Filter Inlet shall assure unreshicted stormwater flow to the vegetative filter.
• Sources of erosion shall be identified and controlled when native soil is exposed or erosion channels
are present.
• Sediment accumulation shall be hand -removed with minimum damage to vegetation using proper
erosion control measures. Sediment shall be removed if it is more than 2 inches thicker so thick as to
damage or kill vegetation.
• hdet shall be cleared when conveyance capacity is plugged.
• Rocks lash pads shall be replenished to prevent erosion.
Filter Media shall allow stormwater to percolate uniformly through the vegetative filter.
• If the vegetative filter does not drain within 48 hours, it shall be re -graded and replanted according to
design specifications. Established trees shall not be removed or harmed in this process.
• Debris in quantities more than 2 inch deep or sufficient to inhibit operation shall be removed
routinely (e.g., no less than quarterly), or upon discovery.
Check Dams and Dissipaters shall direct and control flow.
• Causes for altered water flow and channelization shall be identified, and obstructions cleared upon
discovery.
• Cracks, rot, and structural damage shall be repaired.
Filter Outlet shall allow water to exit the vegetative filter as sheet flow, unless a collection drainpipe is
used.
• Sources of erosion damage shall be identified and controlled when native soil is exposed or erosion
channels are deeper than 2 inches.
• Outlet shall be cleared when 50% of the conveyance capacity is plugged. Sources of sediment and
debris shall be identified and corrected.
Vegetation shall be healthy and dense enough to provide filtering while protecting underlying soils from
erosion.
• Fallen leaves and debris from deciduous plant foliage shall be raked and removed if build up is
damaging vegetation.
• Nuisance and prohibited vegetation (such as blackberries and English Ivy) shall be removed when
discovered. Invasive vegetation contributing up to 25% of vegetation of all species shall be removed
and replaced.
• Dead vegetation shall be removed to maintain less than 10% of area coverage or when vegetative
filter function is impaired. Vegetation shall be replaced immediately to control erosion where soils
are a osed and within 3 months to maintain cover density.
Debris and Litter shall be removed to ensure stonawater conveyance and to prevent clogging of inlet
Appendix 3A-4 Page 11 of 31 EDSP Adopted December 03, 2012
and outlet drains and interference with plant growth.
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 filters 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 vegetative filter shall be safe and efficient. Egress and ingress routes shall be maintained to
design standards. Obstacles preventing maintenance personnel and/or equipment access to the facility
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 vegetated filter. Pest control measures shall be taken
when insects/rodents are found to be present.
• If a complaint is received or an inspection reveals that a sto rnwater 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 vegetated filter shall be filled.
Appendix 3A-4 Page 12 of 31 EDSP Adopted December 03, 2012
Appendix 2
Facility Operations and Maintenance Plan: Rain Garden
ECQres-Spriigfield I UFFCPnsuhing Engineers
OPEIIATIONS AND MAINTENANCE PIAN
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 constmction.
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
Appendix 3
Facility Operations and Maintenance Plan: Soakage Trench
ECQres-Spriigfield I UFFCPnsuhing Engineers
OPEIIATIONS AND MAINTENANCE PIAN
Soakage Trenches
Operations and Maintenance Plan
Soakage Trenches consist of drain rock and sand, and receive stormwater from roof downspouts and/or
area drains. There are various components within the system — piping, silt basin and the trench itself.
The Conveyance Piping consists of an inlet pipe (downspout or area drain), an outlet pipe located
between the silt basin and the soakage trench, and a perforated pipe, located on top of the aggregate bed
of the soakage trench. The Silt Basin is a structure receiving runoff from aninlet pipe and conveying it
to the soakage trench. The silt basin serves as the pre-treatment system for the soakage trench, removing
sediments and other debris that can impact its proper functioning. All facility components, vegetation,
and source controls shall be inspected for proper operations and structural stability. These inspections
shall occur, at a minimum, quarterly for the first two years from the date of installation, then two times
per year afterwards, or within 48 hours after each major storm. 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:
Soakage trench infiltration: If water is noticed on top of the trench within 48 hours of a maj or stomr, the
soakage trench may be clogged.
• Check for debris/sediment accumulation, rake and remove and evaluate upland causes (erosion,
surface or roof debris, etc.
• Assess the condition of the aggregate and the filter fabric in the trench. If there is sediment in the
aggregate, excavate and replace.
• If there is a tear in the filter fabric, repair or replace.
• The soakage trench area shall be protected from compaction during construction.
Conveyance Piping: If water ponds over the trench for more than 48 hours after a major storm and no
other cause if identified, it may be necessary to remove the filter fabric to determine if the perforated pipe
is clogged with sediment or debris.
• Any debris or algae growth located on top of the soakage trench should be removed and disposed of
properly.
• If the piping has settled more than 1 -inch, add fill material. If there are cracks or releases, replace or
repair the pipe. If there are signs of erosion around the pipe, this may be an indication of water
seeping due to a crack or break.
SiltBasin If water remains in the soakage trench for 36-48 hours after storm, check for sediment
accumulation in the silt basin
• If less than 50% capacity remains in the basin or 6" of sediment has accumulated, remove and dispose
the sediment.
Spill Prevention: Virtually all sites, including residential and commercial, present dangers from spills.
All homes contain a wide variety of toxic materials including gasoline for lawn mowers, antifreeze for
cars, nail polish remover, pesticides, and cleaning aids that can adversely affect groundwater if spilled. It
is important to exercise caution when handling substances that can contaminate stornawater.
• Activities that pose the chance of hazardous material spills shall not take place near soakage trenches.
A ShutOffValve or FlowBlockingMechanism may have been required with the construction of the
soakage trench to temporarily prevent stormwater from flowing into it, in the event of an accidental
material spill. This may also involve mats kept on-site that can be used to cover inlet drains in parking
lots. The shut-off valve shall remain in good working order, or if mats or other flow -blocking
mechanisms are used, they shall be kept in stock on-site.
Training and/or written guidance information for operating and maintaining soakage trenches 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 soakage trench is required for efficient maintenance. Egress and ingress routes will be
maintained to design standards at inspections.
Appendix 3A-4 Page 19 of 31 EDSP Adopted December 03, 2012
Insects and Rodents shall not be harbored in the soakage trench. Pest control measures shall betaken
when insects/rodents 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 fl urengensis var. israchemis or other
approved larva ides. 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 soakage trench shall be filled.
Appendix 3A-4 Page 20 of 31 EDSP Adopted December 03, 2012
Appendix 4
Notice of Operations and Maintenance Plan
ECQres-Spriigfield I UFFCPnsuhing Engineers
OPEIIATIONS AND MAINTENANCE PIAN
Lane County Clerk 2023-029220
Lane County Deeds & Records
10/09/2023 12:47:07 PM
RPR -NT Cnt=l Stn=2 CASHIER 02 7pages
$35 00 $11 00 $10 00 $61 00 $117.00
AlrbH P5ROINCRETURNTOa Notice of Operations and Maintenance Agreement
CAStIUL TITLE COmIPANY Private Storrnwater Management and Treatment System
811 WItNIAEt E St,-1GENE, OR 97101
The undersigned owner(s), is hereby given notice that stormwater runoff from the "Property" described below
requires siomnwater management facilities to be located, designed, and constructed in compliance %ills the City
ofspringfleld's Engineering Design and A ucednrec Morand. Said fncilitiesshall lie operated and maintained
in accordancewith the Operations and Maintenance Agreement (O&M Agreement) on file with the City of
Springfield, Development and Public Works Department.
Universty of Or9 Irl (Property Owner/Developer)
acknowledges and agrees to maintain private stormwater treatment facilities 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
S4mdm de ran( Procedw c., Mmnxal, Chapter 3. The City reserves the right to enter and inspect any stormwater
facility located on tine "Property" to ensure the facilities are operating as designed. Fai hire of the responsible
party to inspect and maintain the facilities can result in an adverse impact to the public stormwater system and
the quality of receiving waters.
The requirement to operate and moment the sloTntwater treatment facilities in accordance with the approved
site development agreement and the site O&M Agreement N binding on all current and future owners of the
property. The Agreement and its O&M Plan may be modified under written consent of new owners with
written approval 6y and re -filing with the City. The O&M Agreement and O&M Plan for facilities constructed
pursuant to this notice are available at the Development and Pnhlie Works Department, 225 Fifth St, Sprinnfield
Oregon, or call (541)-736-3753, between the hours of 8 a.m. and 5 It, in , Monday through Friday.
The Subject premises, is legally described as follows(fm-lol nurnher cmnnor be used ro dercrrIle rhe property. Legal
devarrprinuc nun• be shmai,of b s, da, coi... It 'essor-'v rdlice).
SEE EXHIBIT "A"
ATT ACHED HERETO AND INCORPORUI'En HEREIN BY REFERENCE
By signing below, the signer accepts and'amces to the terms and conditions contained in the Operations and
Malutenanec Plan and in any documents attached_ This instrument is intended to be binding upon the parties
hereto, their heirs, successors, and assigns_
In Wiutess whereof, the undersigned has executed this insnumeat on this 5 day of C%,', -I !'�
20_Z 3.
Owner(s):�{� ,✓��'
Signature
_VIP IIYbung-
Print Name
—�(15S4Paal9..Di[eGLnr of conlfgt��_
Purchasing h Contracting Services
STATE OF OREGON- County ofLsnc,
This instrument as ac nowledged before me on 0&+. E� '2-0;-73 ,
by VJ;I a"'" Y 1,(K;')2Vs11- nh Or,10, owner(s) of the above
described premises I
_i This instrument as acknowledged before me on _
fly —
as _
of
Nntar °nblic for On, omn% t ---
L
OFFICIAL STAMP
JULIA SANDRA COMALgry
NOTARY PUBLIC.OREGON
COMMISSION NO. tOf16255
Wc0,Eas IP4ExR RG'EIMHER.n, IDN
RETURN TO: CITY OF SPRINGFIELD
DEVELOPMENT & PUBLIC W ORKS DEPT.
225 FIFTH ST,
SPRINGFIELD, OREGON 97477
owncr(s) of the above described
Nti,- 30� 20'2-q _
My Commission Expires
2�$E'r?VE ifS S. P.Cc.
I _JGf1�ll �"TICKET:
'IKl j+r t Eefl57�tr rt i.$X(j i 6 Psi, l(lOr f I. clCdll]...
._ 'i� h. YAIl 'i NF.r 3 tAlf ,.
Appendix 3A-1 Rev ai,ej, Page 1 of I HDSP Adopted December 03, 2012
Real Property 'Tax Lot Record
Lane County Assessment and Taxation
Print Date: Oct 6, 2023
In preparation of these records, every effort has been made to offer the most current, correct, and
clearly expressed information possible. Nevertheless, inadvertent errors in information may occur.
In particular but without limiting anything here, Lane County disclaims ally responsibility for
typographical errors and accuracy of this information. The information and data included on Lane
County servers have been compiled by Lane County staff from a variety of sources, and are subject
to change without notice to the User. Lane County makes no warranties or representations
whatsoever regarding the quality, content, completeness, suitability, adequacy, sequence, accuracy,
or timeliness of such information and data.
The legal descriptions contained herein are for tax lot purposes only.
Included in this report:
1. A listing of documents affecting ownership and/or property boundary changes.
2. The scanned tax lot record image and any legal description changes made since .
Map & Tax Lot 1703351206800
Status Active
Document#
Comments:
Current Parcel/Account Current TCA
0303527 01900
Date Effective Year
Tax Lot Acres
7.0�5.1.z
.
OFFICIAL RECORD OF DESCRIPTIONS OF REAL PROP E1RTIES
OFFICE OF COUNTY ASSESSOR. LANE COUNTY. OREGON
i 68OrJ
f 3 C LoffO Rccono caEs
YEAR LOT�O l r.r P W l f VOL I PA4f I.
AO BLOCK �p
as7 burn s SubdPtwTivi. sion Ra
EMAINING
SCARING
1941
1961!
968
1970;1
19981 vac
I
Lots, 19. 2J '�ff�• VOL b\ ! Ret44pp...
:,otS 19 and 20 and the North 2.0 1
�fect of °G" Street adjacent on the R154/
South, Block 108, Washburnels Subdiv 17835
's'on of the Springfield Investment I R342/
;and Power Company's Addition to
(Sprin 25253
field, as platted and recorded in R4 B/
Book 2, Page 73, Lane County 431
Oregor.
'Plat Records, in Lane County, Oregonl434% 4%
R4 8/
!ALSO: S 1/2 of alley adjacent on the �1i6 '9708755
4
Morthi to Lot 19. and Lot 20 located,. 41 /9708756
n� Block 108, WASHBURN"S SUB OF THE
SPRZC7GFIELD'INVESTMENT &?OWER-CO`ADD
.TO Sig INCPIELD,�tane Comity; Oregon
$y'Vac Ord /15837,& '583846r 1998.
OFFICIAL RECORD OF DESCRIPTIONS OF REAL PROPERTIES
OFFICE OF COUNTY ASSESSOR. LANE COUNTY. OREGON
TRS LOT
YEA.
No.
LGt�_ BtoCrc__
i
PLATOEFO
I
p[CA04
ypE, I ppyE
ACRES
REMAINtN6
' BEARING
DIRTANcE
BEARING REFERENCE
1
I
I
I
1
1
1
I
i
I.
Real Property Tax Lot Record
Lane County Assessment and Taxation
Print Date: Oct 6, 2023 's. A
In preparation of these records, every effort has been made to offer the most current, correct, and clearly
expressed information possible. Nevertheless, inadvertent errors in information may occur. In particular but
without limiting anything here, Lane County disclaims any responsibility for typographical errors and accuracy
of this information. The information and data included on Lane County servers have been compiled by Lane
County staff from a variety of sources, and are subject to change without notice to the User. Lane County
makes no warranties or representations whatsoever regarding the quality, content, completeness, suitability,
adequacy, sequence, accuracy, or timeliness of such information and data.
The legal descriptions contained herein are for tax lot purposes only_
Included in this report:
1. A listing of documents affecting ownership and/or property boundary changes.
2. The scanned tax lot record image and any legal description changes made since .
Map & Tax
Lot 1703351206700
Current Parcel/Account
Current TGA
Status
Active
0303519
01900
Document # Type Date Effective Year Tax Lot Acres
Comments:
Tax LOT —I
YEAR I ! ! ' �J � 9 PLAT Ec090 ACRCS
I:No. Lo*_ � a�o�x � O8 Washburn's Subdivision �i ..�E (REM.�„�N�
'_ ZEAR IUG � [1�FTA NCE BEARING REFEfl ENCE � �
i
1941
1975
1981
1988
I
1998; vac
7
Lots 16, 17! 18, als '�-08 1
Case
ots 16, 17, 18 and that portion
f the vacated North 2.0 feet of "G"
treat adjacent on the South, Block
08, Plat of WASHBURNE'S SUBDIVISION
F THE SPRINGFIELD INVESTMENT AND
0WER COMPANY'S ADDITION to Springfi
s platted and recorded in Book 2,
age 73, Lane County Oregon Plat Rec
i Lane County, Oregon.
8818626
ALSO: S 1/2 of alley adjacent on the;R2263/9708755
IN to Lots 16, 17 & 18, in Alk 108, i j //908756
WASHBURN"S SUB OF THE SPRINGFIELD 81798/9250441
INVESTMENT & POWER CO ADDN TO SPRING!
FIELD, Lane County, Oregon by Vac jai "i i747Y2
Ord $5837 & 5838 for 1998.
q
OFFICIAL RECORD OF DESCRIPTIONS OF REAL PROPERTIES
OFFICE OF COUNTY ASSESSOR, LANE COUNTY OREGON
TAx Lar
YEAR
PL T
ER
Appendix 5
0&M Agreement: Operations and Maintenance Plan
ECQres-Spriigfield I UFFCPnsuhing Engineers
OPERATIONS AND MAINTENANCE PIAN
Operations and Maintenance Agreement
Private Storenwater Management and Treatment System
Land Development Application Number:
Owner's Name: University of Oregon Early Childhood CARES
Phone No.: 541-346-2578
Mailing Address: 1500 West 12th Ave
City Eugene State Oregon Zip 97402
Site Address:
City State Zip
Site Map and Tax lot No.: 170335120 Lots: 6700 & 6800
(Or annch documery with additional lot inf rrnatlon if the focdity crosses more than one Into
Type of Facility(ies) Vegetated filter strip raingarden and soakage trench.
Requirements
1) Smnnwater Management Site Plan, (min. 8 1/2" x l l" attached to this form) showing the location of
the faeihtyties) 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
facility(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 stormwater 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 Plants) (O&M Plants)) 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)
LEs5EE
3) Party(ies) responsible for maintenance (only if other than owner).
Daytime phone no. (5 41 ) 3 46 -$716
Emergency/after-hours contact phone no.(s4 —1) -546 - Z cf1 cl
Maintenance Contact Party(ies) Name & Business Address:
1276 U0IvCFS1T7 bf' 0"&0i✓ EI(,EIv E, orz c
4) Maintenance practices and schedule for the storrowater facility(ies) are included in the Facility
Specific O&M Plants) 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 lime of signing.
Application Date: OGS oziclZ
6 2oz3
By signing below, Filer accepts and agrees to the terms and conditions contained in the Operations and
Maintenance Plants) and in any document pxy_q4te,4,by Filer and recorded with it.
Filer Signature:
Print Name:
Purchasing & Contracting Services
Appendix 3A-2 aevnl/26,16 Page 1 of I EDSP Adopted December 03, 2012
Appendix 6
Facility Inspection and Maintenance Log
ECQres-Spriigfield I UFFCPnsuhing Engineers
OPEIIATIONS AND MAINTENANCE PIAN
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
800 Willamette Street, Suite 400, Eupm, OR 97401 1
541-684-49021 www.kpif.mm 1