HomeMy WebLinkAboutPacket, DRC PLANNER 5/12/2022AGENDA
DEVELOPMENT REVIEW
COMMITTEE
DEVELOPMENT SERVICES DEPARTMENT
225 FIFTH STREET
Conference Room 616/ MS Teams
Staff Review; Tuesday, May 31, 2022 9;00-9,•30 am,
1. Site Plan Review 811-21-000124-TYP2 811-22-000048-PROJ Wildish Land Co.
Assessor's Map: 18-03-02-20 TL: 2800, 3000, 3100, 3200
Address: 5001 Franklin Blvd.
Existing Use: vacant
Applicant submitted plans placement of fill material within the Willamette Greenway Overlay District to
align and conform with FEMA CLOMR-F.
Planner: Melissa Carifio
Meeting: Tuesday, May 31, 2022 9:00 — 9:30 virtual meeting via Microsoft Teams
The Complete DRC Packet for this meeting is available online for you to review or print out
from the laserfiche website: htto://www.si)ringfield-or.gov/weblink8/browse.asi)x
VICINITY MAP
811-22-000124-TYP2 Site Plan Review
18-03-02-20 TL 2800, 3000, 3100, 3200
5001 Franklin Blvd.
Wildish Land Co.
City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
Site Plan Review
SPNINGFIE D
Application
Site Plan Review Pre -Submittal: Ma"or Site Plan Modification Pre -Submittal • ❑
Site Plan Review Submittal: Ma"or Site Plan Modification Submittal: ❑
Required Project Information (Applicant: complete this
Applicant Name: Wildish Land Co. Phone: 541-485-1700
Company: Wildish Land Co. Email: KellyW@Wildish.com
Address: P.O. Box 40310 Eugene, Oregon, 97404-0047
Applicant's Rep.: Kelly L. Wood
Phone: 541-684-7785
Company: Wildish Sand & Gravel Co.
Email: KellyW@Wildish.com
Address: P.O. Be), 40310 Eugene, Oregon, 97404-0047
Property Owner: Wildish Land Co./Eugene Allen Co.
phone: 541-485-1700
Company: Wildish Land Co./Eugene Allen Co.
Email: KellyW@Wildish.com
Address: P.O. Box 40310 Eugene, Oregon, 97404-0047
ASSESSOR'S MAP NO: 18-03-02-20
TAX LOT NOS :2800, 3000, 3100, 3200
Property Address: 5001 Franklin Blvd. Eugene, Oregon 97403
Size of Property: 43.97 Acres 0 Square Feet ElProposetl
f
No. oacre; 0 (zero)
Proposed Name of Project: Wildish Plant 1 Fill Placement
Description of if you are filling in this form by hand, please attach your proposal description to this application.
Proposal: Placement of fill materials within the Greenway Overlay District to align and conform with the FEMA CLOMR-F
Existing Use: Vacant Land
New Impervious Surface Coverage (Including Bldg. Gross Floor Area): O(zero) sf
Si natures: Please sign and Drint your name and date in thea
Required Project Information (City Zntake Staff.,
Associated Applications:
DroDriate box on the next a e.
complete this section)
Si ns:
Pre -Sub Case No.:
Date:
Reviewed by:
Case No.: CZz- 0001 v Z
I Date: S l-zi LdzZ
Reviewed b : � rv_'_�
Application Fee: $ -ZZ `� Technical Fee: Z 6I•°t V Posta a Fee: $ I1�
TOTAL FEES: $ b�Z, • Y a
PROJECT NUMBER:
Revised 1/7/14 KL 1 of 11
DEVELOPMENT AND PUBLIC WORKS
SPRINGFIELD
225 FIFTH STREET
OREGON SPRINGFIELD, OR 97477
PHONE: 541.726.3753
FAX: 541.726.1021
www.spingfieldor.gov
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
----------- — (Arenbelow this bireJUIed ohd byApplicand) __—
(Please return to Clayton MEachern @ City ofSprb4giiield Development and Public Works, Fan # 736-1021, Phone # 736-1036),
enwd:cnaeurlern@sprirtglleldor.gov
Project Name: Wildish Plant 1 Fill Placement Applicant:
Assessors Parcel #: 18-03-02-20-n 2800, 3000, 3100, 3200, 3300 Date:
Land Use(s): Muted -Use Employment Phone #:
Project Size (Acres): 45.87 acres Fax #:
Approx. Impervious Area:
45.87 acres Email:
Wildish Land Co.
541-485-1700
541-683-7722
KellyW@Wildlsh.mm
Project Description (Include a copy of Assessor's map):
The project consists of the placement of fill materials in the 75 -foot area located in between the 150 -fool
Willamette -Greenway Overlay District Boundary and the 75 -foot Riparian Area Setback as required by the FEMA
CLOMR-F Determination, DEO's NPDES Permit, and both the City's Floodplain Permit and the Land,Drainage, and
AlteRaliGIFIS Petal I Was 2916 2916.
(LIA12)
Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary:
Please see attached DEQ NPDES 1200-C Erosion and Sediment Control Plan (ESOP) and the City LDAP.
Proposed Stormwater Best Management Practices:
Please see attached DEQ NPDES 1200-C Erosion and Sediment Control Plan (ESCP) and the City LDAP.
(Area below this line filled ohd by the City ondRehhrned k the Aaalicrmd
(At a nunimmn5 all boxes checked by the City on the front and backoft is sheet shall be subnutted
or on application to be coaWletefor subauthal, afthough other requirements atay be necess
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@sprirgfreld-or,gov, FAX., (541) 736-1021
In November 2014, Brian Meiering of Schirmer Satre Group was contracted to complete a Biological Assessment,
Essential Fish Habitat and Floodplain Habitat Assessment for the FEMA Conditional Letter of Map Revision Based
on Fill (CLOMR-F) application. The completed assessment ("Habitat Assessment') (Attachment 2) is dated January
26, 2015, Revisions lune 30, 2015. As documented in the Habitat Assessment, the site primarily consists of a
broad plain of compacted soils and gravels that support non-native grasses and forbs. The riparian edge that
exists is very narrow, with a minimum 10 -foot setback from the top of bank.
On June 10, 2015, Wildish received a letter from the Oregon Fish and Wildlife Service (OFWS) concurring with the
Habitat Assessment that the proposed project "is not likely to adversely affect' bull trout and bull trout critical
habitat (Attachment 3).
In January 2015, Watershed Science & Engineering (WSE) completed a Hydraulic Analysis to Support CLOMR-F
Biological Assessment, updated June 2015 (Attachment 4) ("Memorandum'). As documented in the
Memorandum, WSE modeling determined that "in -channel velocity increases for the 100 -year flood are very small
and will have no measurable impact on the channel".
Wildish submitted an application to FEMA in March 2015 for a CLOMR-F Determination. The purpose of a CLOMR-
F is specifically to allow FEMA to assess the potential impact of the proposed fill prior to initiation of the project.
In September 2015, Wildish received the CLOMR-F Determination (Attachment 5) from FEMA. Subsequent to
receiving the CLOMR-F Determination, Wildish sold a portion of Tax Lot 3800 to EWEB and tax lot numbers were
modified. Per Agreement dated November 19, 2021 (Attachment 6), EW EB and Wildish determined it was in the
interest of both parties for the EW EB parcel to remain a part of the CLOMR-F Determination.
In September 2015, Wildish submitted to the City of Springfield an application for a Type I Floodplain Overlay
District Development Permit. On October 29, 2015, the City approved the Type I Floodplain Overlay District
Development application (Attachment 7) to allow the site to be filled as per the CLOMR-F application.
In December 2015, Wildish submitted a Land and Drainage Alternation Permit (LDAP) application to the City of
Springfield to revise an existing permit to allow an additional 150,000 cubic yards of material to be imported to
the site. On March 10, 2016, the Land and Drainage Alteration Permit was issued (Attachment 8).
In January 2016, Wildish submitted an application to Oregon DEC. for a Construction Stormwater Control Permit —
1200C ("DEQ NPDES Permit'). On March 10,2016, the DEC. NPDES Permit was received(Attachment 9). Please
reference the Erosion and Sediment Control Plan (ESCP) for a detailed description of Best Management Practices
utilized at the site.
FILL OPERATIONS
Between 2016 and 2020, Wildish imported approximately 80,000 cubic yards of material to the Plant 1 site.
Between January and December 2021, Wildish imported approximately 50,000 cubic yards of material to the site
from various projects in the nearby area.
The engineering calculation of approximately 170,000 cubic yards of fill material is based upon filling up to the 75 -
foot Riparian Setback as shown on the FEMA CLOMR-F Determination, the City of Springfield Floodplain Permit,
the City of Springfield LDAP, and the DEQ NPDES Permit. Each of the permits are conditioned such that the
applicant shall refrain from filling inside the Greenway Overlay District Boundary until a Greenway Development
Permit is obtained. The fill footprint with its associated volume of materials is now approaching the Greenway
Overlay boundary. In order to obtain the FEMA Letter of Map Revision (LOMR), Wildish needs to complete the fill
project as delineated on the CLOMR-F Determination.
2022 PERMITTING
Per Springfield Development Code (SDC), a prerequisite to the filing of a Willamette Greenway (WG) Overlay
District permit in the Glenwood Riverfront is a Development Issues Meeting (DIM) as specified in Subsection 5.1-
120A., or a Pre -Application Report as specified Subsection 5.1-120B.
On April 5, 2022, a DIM was conducted via video conferencing. Those in attendance included Melissa Carino (City
Senior Planner), Michele Unbarger (City Plans Examiner), Kristi Krueger (Engineering Manager), Clayton
McEachem (Public Works), Kristina Schmunk Kraaz (Assistant City Attorney), Nick Amann (SUB Electric), Steve
Wildish (Wildish Vice President), and Kelly Wood (Wildish Sand and Gravel Co. Safety and Land Manager).
As documented on the April 5, 2022 Notes (811 -22 -000047 -PRE —Attachment 10), City of Springfield staff have
determined that in addition to the WG Overlay District Development permit application, a Site Plan Review is
required for the placement of fill within the 75 -foot area located in between the 150 -foot WG Overlay District
Boundary and the 75 -foot Riparian Area Setback. Based on this, a Greenway Development application and Site
Plan Review are being submitted concurrently to allow Wildish to place fill materials up to the 75 -foot Riparian
Setback to align and conform with the CLOMR-F Determination.
Note that subsequent to the April 2022 Development Issues Meeting (DIM), City of Springfield staff confirmed
that the 2016 LDAP remains active and in compliance.
RELEVANT CRITERIA / STANDARDS
5.17-110 REVIEW
Although voluntary, prospective applicants are generally encouraged to request a Development Issues Meeting
(informal process) or Pre -Application (formal process) as specified in Section 5.1-120.
Finding: The application recommendations in SDC 5.17-110 have been met. The applicant completed a
Development Issues Meeting on April 5, 2022.
5.17-125 CRITERIA
A. The zoning is consistent with the Metro Plan diagram, and/or the applicable Refinement Plan diagram, Plan
District map, and Conceptual Development Plan.
Finding: The development is limited to a change in elevation by fill which is in compliance with the Metro Plan
diagram, and the Glenwood Refinement Plan, Plan District map, and Conceptual Development Plan.
B. Capacity requirements of public and private facilities, including, but not limited to, water and electricity;
sanitary sewer and stormwater management facilities; and streets and traffic safety controls shall not be
exceeded and the public improvements shall be available to serve the site at the time of development, unless
otherwise provided for by this Code and other applicable regulations. The Public Works Director or a utility
provider shall determine capacity issues.
Finding: This criteria is not applicable as there are no proposed or existing facilities.
C. The proposed development shall comply with all applicable public and private design and construction
standards contained in this Code and other applicable regulations.
Finding: The development is limited to a change in elevation by fill which is in compliance with all applicable
standards, regulations and existing permits (see Attachments).
D. Parking areas and ingress -egress points have been designed to: facilitate vehicular traffic, bicycle and
pedestrian safety to avoid congestion; provide connectivity within the development area and to adjacent
residential areas, transit stops, neighborhood activity centers, and commercial, industrial and public areas;
minimize driveways on arterial and collector streets as specified in this Code or other applicable regulations and
comply with the ODOT access management standards for State highways.
Finding: This criteria is not applicable as there are no proposed parking areas or ingress -egress points.
E. Physical features, including, but not limited to: steep slopes with unstable soil or geologic conditions; areas
with susceptibility of flooding; significant clusters of trees and shrubs; watercourses shown on the WQLW Map
and their associated riparian areas; other riparian areas and wetlands specified in Section 4.3-117; rock
outcroppings; open spaces; and areas of historic and/or archaeological significance, as may be specified in Section
3.3-900 or ORS 97.740-760, 358.905-955 and 390.235-240, shall be protected as specified in this Code or in State
or Federal law.
Finding: There are no unstable soil or geologic conditions, wetlands, or historic or archaeological areas on site.
The proposed project will maintain and protect the 75 -foot Riparian Setback via Best Management Practices
described in the DEQ Erosion and Sediment Control Plan (Attachment 9). As documented on the April 2, 2014
Notice of Decision (Attachment 11), the location of the Greenway Setback Line has been determined consistent
with the standards derived from Section C.3 of the Willamette River Greenway Goal 15.
Please reference the W ildish Plant 1- Willamette Greenway Overlay District Development application for
relevant criteria/standards applicable to the Greenway Permit (SDC 3.3-325, SDC 3.3-330, SDC 3.4-280, and SDC
5.9-120).
ATTACHMENTS
1. Deeds and Title Reports
2. Biological Assessment, Essential Fish Habitat and Floodplain Habitat Assessment
3. Oregon Fish and Wildlife Services (OFWS) Concurrence Letter
4. Watershed Science and Engineering (WSE) Hydraulic Analysis
5. FEMA CLOMR-F Determination
6. EWEB Agreement
7. City of Springfield Type I Floodplain Overlay District Development Permit
B. City of Springfield Land and Drainage Alternation Permit
9. DEQ NPDES Construction Stormwater Control Permit -1200C
10. April 5, 2022 Development Issues Meeting Notes
11. Willamette River Greenway Setback Determination— Notice of Decision