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HomeMy WebLinkAboutMeeting Packet Planner 4/2/2024 1 AGENDA DEVELOPMENT REVIEW COMMITTEE DEVELOPMENT SERVICES DEPARTMENT 225 FIFTH STREET Conference Room 616 / MS Teams Staff Review: Tuesday, April 23, 2024 9:30 – 10:00 a.m. 1. Site Plan Review 811-24-000089-TYP2 811-24-000009-PROJ Rosboro Assessor’s Map: 17-03-36-00 TL: 100, 300, 401 Address: 2509 Main Street Existing Use: Mill Applicant has submitted plans to construct two new manufacturing buildings on existing mill site Planner: Andy Limbird Meeting: Tuesday, April 23, 2024 9:30 - 10:00 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: https://www.springfield-or.gov/weblink8/browse.aspx SITE VICINITY MAP 811-24-000089-TYP2 Site Plan Review 17-03-36-00 TL 100, 300, 401 2509 Main Street Dean Locke, Rosboro Revised 1/7/14 KL 1 of 11 City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Site Plan Review Application Type (Applicant: check one) Site Plan Review Pre-Submittal: Major Site Plan Modification Pre-Submittal: Site Plan Review Submittal: Major Site Plan Modification Submittal: Required Project Information (Applicant: complete this section) Applicant Name: Phone: Company: Email: Address: Applicant’s Rep.: Phone: Company: Email: Address: Property Owner: Phone: Company: Email: Address: ASSESSOR'S MAP NO: TAX LOT NO(S): Property Address: Size of Property: Acres Square Feet Proposed No. of Dwelling Units per acre: Proposed Name of Project: Description of Proposal: If you are filling in this form by hand, please attach your proposal description to this application. Existing Use: New Impervious Surface Coverage (Including Bldg. Gross Floor Area): sf Signatures: Please sign and print your name and date in the appropriate box on the next page. Required Project Information (City Intake Staff: complete this section) Associated Applications: Signs: Pre-Sub Case No.: Date: Reviewed by: Case No.: Date: Reviewed by: Application Fee: $ Technical Fee: $ Postage Fee: $ TOTAL FEES: $ PROJECT NUMBER: Return to Clayton McEachern @ City of Springfield, email: cmceachern@springfield-or,gov, FAX: (541) 736-1021 CITY OF SPRINGFIELD, OREGON DEVELOPMENT AND PUBLIC WORKS 225 FIFTH STREET SPRINGFIELD, OR 97477 PHONE: 541.726.3753 FAX: 541.726.1021 www.springfield-or.gov STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK Project Name: Rosboro Springfield Plant Improvements Applicant: Matt Keenan, KPFF Assessors Parcel #: Map: 17033600 Lots: 100, 300, 401 Date: 02/26/2024 Land Use(s): Industrial Plant Improvements Phone #: 541-735-9251 Project Size (Acres): 12.24 acres 55 Fax #: Approx. Impervious Area: 12.24 acres Email: Matt.keenan@kpff.com Project Description (Include a copy of Assessor’s map): Project will include the revision of campus operations through the removal of an existing building and misc. structures, and introducing two new buildings, additional site access and parking. Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary: Storm runoff will be collected on-site via roof drains, downspouts, area drains and trapped catch basins. All runoff will be re- routed through a sedimentation manhole and hydrodynamic separator, prior to connecting to the existing storm connection on-site at city manhole #50571 Proposed Stormwater Best Management Practices: Concrete truck washout, construction entrance, inlet protection, silt fencing. Additionally all catch basins within vehicle pavements will be trapped for oil/grease separation. 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: Hillside Development: Wetland/Riparian: Floodway/Floodplain: Soil Type: Other Jurisdictions 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: --------------------------------- (Area below this line filled out by the City and Returned to the Applicant) ---------------------------- (At a minimum, all boxes checked by the City on the front and back of this sheet shall be submitted for an application to be complete for submittal, although other requirements may be necessary.) ------------------------------------------------- (Area below this line filled out by Applicant) -------------------------------------------------- (Please return to Clayton McEachern @ City of Springfield Development and Public Works; Fax # 736-1021, Phone # 736-1036), email:cmceachern@springfield-or.gov Form Version 5: June 2015 COMPLETE STUDY ITEMS * Based upon the information provided on the front of this sheet, the following represents a minimum of what is needed for an application to be complete for submittal with respect to drainage; however, this list should not be used in lieu of the Springfield Development Code (SDC) or the City’s Engineering Design Manual. Compliance with these requirements does not constitute site approval; Additional site specific information may be required. Note: Upon scoping sheet submittal, ensure completed form has been signed in the space provided below: Interim Design 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 stormwater quality. Additionally, a minimum of 50% of the NBR impervious surface shall be treated by vegetated methods. Where required, vegetative stormwater design shall be consistent with design standards (EDSPM Section 3.02), set forth in Chapter 2 of the Eugene Stormwater 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 Stormwater Management Manual (Sec2.4.1). If a stormwater 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 Stormwater Management Manual. Water Quality calculations as required in Section 3.03.1 of the EDSPM. All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall be provided with secondary containment or weather resistant enclosure. General Study Requirements (EDSPM Section 4.03) Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map. Calculations showing system capacity for a 2-year storm event and overflow effects of a 25-year storm event. The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins. Review of Downstream System (EDSPM Section 4.03.4.C) A downstream drainage analysis as described in EDSPM Section 4.03.4.C. On-site drainage shall be governed by the Oregon Plumbing Specialty Code (OPSC). Elevations of the HGL and flow lines for both city and private systems where applicable. 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 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 80,000 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 achieve a minimum velocity of three (3) feet per second at 0.5 pipe full based on Table 4-1 as well. Other/Miscellaneous Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site drains. Private stormwater easements shall be clearly depicted on plans when private stormwater flows from one property to another. Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of residential building roofs (EDSP Section 3.03.4.A). Additional provisions apply to this as required by the DEQ. Refer to the website: http://www.deq.state.or.us/wq/uic/uic.htm for more information. Detention ponds shall be designed to limit runoff to pre-development rates for the 2 through 25-year storm events. *This form shall be included as an attachment, inside the front cover, of the stormwater study. For Official Use Only: As the engineer of record, I hereby certify the above required items are complete and included with the submitted stormwater study and plan set. Signature Date . * IMPORTANT: ENGINEER PLEASE READ BELOW AND SIGN! www.wilson-architecture.com | 541-912-0878 Memo Project: Rosboro Plant Upgrades Subject: Site Review Application Project Description Date: March 26, 2024 From: Curt Wilson, AIA Note: This document has not been edited from the 2/26/2024 version included with the Pre-Submittal Application, except the items at the end of this document in response to the Completeness Review Checklist. Project Summary Rosboro intends to upgrade their glulam beam manufacturing capacity at their plant on Main Street west of 28 th Street. The upgrades include a new Planer Mill building at the current location of the former Plywood Building, and a new Glulam Beam building in the area of the former Dow Corning site. Site The mill site is currently comprised of three tax lots, and the site is zoned HI – Heavy Manufacturing and Production. The uses of the proposed new buildings are consistent with current site uses. Other elements of the plant will remain as is, including the staff parking lot that extends from 21 st Street and the internal circulation system from flows from the 21st Street extension to access points along 28 th Street. Utilities such as power, water, sanitary, and storm will connect to existing utilities on the site. This site is located in the Ten to Twenty Year Time of Travel Zone in the 16th and Q Wellhead Protection Zone. We anticipate submitting the Site Review application February 2024. There are currently 320 marked vehicle spaces on the site for employees and City of Springfield Site Review Application Rosboro Plant Upgrades Wilson Architecture 3/26/2024 Page 2 visitors. 11 of these spaces are available to visitors in the north parking lot between Main Street and the main office building. As noted above, an additional 10 spaces will be added for customers at the east end of the Glulam Building. There are 309 spaces for staff parking, which is significantly more than the largest shift, therefore we do not plan to add parking spaces for employees. The proposed Glulam Building will span across two lots that are part of the overall plant site of the three total contiguous lots. Our proposed lot line consolidation process is as follows: Rosboro to propose a recordable Deed Restriction stating that “Parcel 1 and Parcel 2 of Reception No. 2016-060691 cannot be made separate transferrable parcels of land due to a structure encompassing both parcels, unless the building is removed and express permission to separate the parcels is given by the City of Springfield”. As an addition to this, as it is desired that the “Tax Lots” for these 2 parcels are combined into one “Tax Lot”, eliminating that “Tax Lot” line shown on your screenshot below, then Lane County has a Tax Lot Consolidation process. We acknowledge that when the Consolidation is done, the “legal lot” line does still exist. DWP Containment Requirements (SDC 3.3.200). The lamination process incorporates adhesives, therefore modest quantities will be stored on site and incorporated in the manufacturing equipment process (the equipment vendor selection process is ongoing, therefore Rosboro isn’t ready to commit to an adhesive type yet). An existing 48” sanitary line extends along the south edge of the west end of the property, and continues south presumably to serve properties along F St. Our survey indicates an easement at a manhole where the SS changes direction to the south. We intend to connect directly to the existing 48” SS on the property. Bike parking will be provided for staff within each building. Planer Mill The Planer Mill is approximately 72,000 sf. The building will be a Pre-Engineered Metal Building (Type II), fully sprinklered, one-story building. The building will be separated from other building on the site by 60 ft or more and located approximately 40 ft from the south property line abutting the railroad corridor. City of Springfield Site Review Application Rosboro Plant Upgrades Wilson Architecture 3/26/2024 Page 3 A few offices, restrooms, and staff break area will be constructed within the middle area of the building. The building will house manufacturing equipment to size and surface rough lumber into finished lumber that will be used in glulam beams. Some of the equipment will be accessed from elevated platforms located more than 8 ft above the building slab-on-grade. The elevated platform will support a few partially occupied spaces including an enclosed equipment operator control room. The occupied spaces will be conditioned, therefore the enclosure around the occupied spaces will be insulated. The remainder of the Planer Mill will not be conditioned and open to the elements at the primary access locations. We anticipate submitting the building permit application in May 2024. Glulam Building The Glulam Building is approximately 150,000 sf. The building will be a Pre-Engineered Metal Building (Type II), fully sprinklered, one-story building. The building will be separated from other buildings on the site by 60 ft or more and located approximately 40 ft from the south property line abutting the railroad corridor. A portion of the building is envisioned as a showcase for glulam beams and mass timber construction. The concept is a covered entrance, tall-volume lobby with open stairs to an enclosed mezzanine level with a meeting room (less than 750 sf) and a modest executive office suite. The engineered wood products, including glulam beams, decking, and wood stair elements would be exposed highlighting various connection methods and bathed in daylight. Approximately 10 parking spaces will be located at the east end of the building for customer meetings held at the Glulam building executive meeting room. One accessible parking space and loading zone will be located closest to the entrance. We anticipate submitting the building permit application in August 2024. City of Springfield Site Review Application Rosboro Plant Upgrades Wilson Architecture 3/26/2024 Page 4 Completeness Review Checklist Incomplete Items – Response Bike Parking Rosboro intends to provide bike parking for employees within the buildings. The attached floor plans identify the location of bike parking. If demand exceeds the number of spaces initially identified, Rosboro will expand the parking facilities. PW Notes – Industrial Pre-Treatment Program Rosboro is actively working with MWMC for the existing buildings and discharge and are compliant with the standards. We will continue correspondence with Sean Kruger on the new buildings. PW Notes – Stormwater Calculations These calculations are outlined in the updated stormwater report and align with discussion with Clayton. See attached stormwater report for further details. PW Notes – Additional Comments – Vegetated Treatment A vegetative treatment facility has been designed to treat the parking area east of the Glulam building. PW Notes – Additional Comments – Stormwater Operations and Maintenance Operations and Maintenance report to follow which will cover the entire Rosboro Campus. Transportation See application package for Trip Memo prepared by Sandow Engineering. Completeness Review Checklist Applicable Additional Items – Response Tree Felling Permit The existing trees in the area of the proposed improvements were significantly damaged during the January 2024 storms. Rosboro has hired an arborist to evaluate the trees and provided recommendations to address the damage. Some of the trees are more than 5 inches. The arborist report will be provided when available. We plan to add trees south of the new vegetative swale that is east of the Glulam Building. Overlay District – Drinking Water Protection We are working with SUB for containment procedures to comply with the DWP requirements. We anticipate the composition and quantity of adhesives used in the glue lamination process will trigger containment. The type of adhesive incorporated into the manufacturer has not been selected yet. See Sheet A111and A211 See Civil drawings See Civil drawings and Stormwater Management Memo. See Civil drawings and Stormwater Management Memo. See Trips Memo. We are coordinating with SUB for DWP. See Project Description letter.