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HomeMy WebLinkAboutMeeting Packet Planner 2/29/2024 Completeness Check Meeting Development and Public Works Department Conference Room 616 & Zoom COMPLETENESS CHECK MEETING DATE: Friday, March 8, 2024 10:00 a.m. - 11:00 p.m. DPW Conference Room 616 and Zoom Completeness Check Mtg (Site Plan Review) #811-24-000065-PRE 811-24-000009-PROJ Rosboro Assessor’s Map: 17-03-36-00 TL: 100, 300, 401 Address: 2509 Main Street Existing Use: HI Applicant has submitted plans to develop two new manufacturing buildings on the existing mill site. Planner: Andy Limbird Meeting: Friday, March 8, 2024 10:00 – 11:00 via Zoom and Conference Rm 616 SITE VICINITY MAP 811-24-000065-PRE Completeness Check Meeting 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: February 25, 2024 From: Curt Wilson, AIA 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 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 City of Springfield Site Review Application Rosboro Plant Upgrades Wilson Architecture 2/25/2024 Page 2 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 2/25/2024 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. SLIM17FAFC150/MVS Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2024 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 3 Color: Bronze Weight: 11.2 lbs Project:Type: Prepared By:Date: Driver Info Type Constant Current 120V 1.60A 208V 1.00A 240V 0.80A 277V 0.60A Input Watts 154.7/155.9/153.2W LED Info Watts 150W Color Temp 3000K/4000K/5000K Color Accuracy 80 CRI L70 Lifespan 100,000 Hours Lumens 18630/22217/19327 lm Efficacy 120.4/142.5/126.2 lm/W Technical Specifications Field Adjustability Field Adjustable: Color temperature selectable by 3000K, 4000K and 5000K Compliance UL Listed: Suitable for wet locations IESNA LM-79 & LM-80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80. IP Rating: Ingress protection rating of IP65 for dust and water Performance Lifespan: 100,000-Hour LED lifespan based on IES LM-80 results and TM-21 calculations Wattage Equivalency: Equivalent to 750W Metal Halide LED Characteristics LEDs: Long-life, high-efficiency, surface-mount LEDs Electrical Driver: Constant Current, Class 1, 120-277V, 50/60 Hz, 120V: 1.60A, 208V: 1.00A, 240V: 0.80A, 277V: 0.60A Dimming Driver: Driver includes dimming control wiring for 0-10V dimming systems. Requires separate 0-10V DC dimming circuit. Dims down to 10%. Photocell: 120-277V selectable photocell that can be turned on and off. Surge Protection: L-N:6KV,L-PE:6KV,N-PE:6KV Construction Cold Weather Starting: The minimum starting temperature is -40°C (-40°F) Ambient Temperature : Max Power Temp Rating: 50°C (122°F) Middle Power Temp Rating: 50°C (122°F)) Low Power Temp Rating: 50°C (122°F) Housing: Precision die-cast aluminum housing and door frame Lens: Polycarbonate lens Mounting: Hinged wiring access and conduit entries on the back, sides, top and bottom make installation a snap Cut Off: Full cutoff (0°) Finish: Formulated for high durability and long-lasting color Green Technology: Mercury and UV free. RoHS-compliant components. Other Note: All values are typical (tolerance +/- 10%) 5 Yr Limited Warranty: The RAB 5-year, limited warranty covers light output, driver performance and paint finish. RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty. SLIM17FAFC150/MVS Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2024 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 3 of 3 Dimensions Features Selectable CCT Full cutoff Selectable on/off photocell 0-10V dimming, standard Ordering Matrix Family Style Wattage Color Temp Finish Voltage Options SLIM17FA FC 150 /MVS FC = Full cutoff 40 = 40W 60 = 60W 100 = 100W 120 = 120W 150 = 150W Blank = 3000K/4000K/5000K CCT Adjustable Blank = Bronze Blank = 120-277V Blank = Selectable On/Off Photocell /MVS = Selectable On/Off Photocell w/ Microwave Occupancy Sensor SLIM17FAFC60 Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2024 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 2 Color: Bronze Weight: 7.1 lbs Project:Type: Prepared By:Date: Driver Info Type Constant Current 120V 0.50A 208V 0.40A 240V 0.30A 277V 0.25A Input Watts 57.9/58.4/57.2W LED Info Watts 60W Color Temp 3000K/4000K/5000K Color Accuracy 80 CRI L70 Lifespan 100,000 Hours Lumens 7035/8190/7251 lm Efficacy 121.6/140.3/126.7 lm/W Technical Specifications Field Adjustability Field Adjustable: Color temperature selectable by 3000K, 4000K and 5000K Compliance UL Listed: Suitable for wet locations IESNA LM-79 & LM-80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80. IP Rating: Ingress protection rating of IP65 for dust and water DLC Listed: This product is listed by Design Lights Consortium (DLC) as an ultra-efficient premium product that qualifies for the highest tier of rebates from DLC Member Utilities. Designed to meet DLC 5.1 requirements. DLC Product Code: PLMK5TZVA46N Performance Lifespan: 100,000-Hour LED lifespan based on IES LM-80 results and TM-21 calculations Wattage Equivalency: Equvalent to 350W Metal Halide LED Characteristics LEDs: Long-life, high-efficiency, surface-mount LEDs Electrical Driver: Constant Current, Class 2, 120-277V, 50/60 Hz, 120V: 0.50A, 208V: 0.40A, 240V: 0.30A, 277V: 0.25A Dimming Driver: Driver includes dimming control wiring for 0-10V dimming systems. Requires separate 0-10V DC dimming circuit. Dims down to 10%. Photocell: 120-277V selectable photocell that can be turned on and off. Surge Protection: L-N:4KV,L/N-GND:4KV Construction Cold Weather Starting: The minimum starting temperature is -40°C (-40°F) Ambient Temperature : Max Power Temp Rating: 50°C (122°F) Middle Power Temp Rating: 50°C (122°F)) Low Power Temp Rating: 50°C (122°F) Housing: Precision die-cast aluminum housing and door frame Lens: Polycarbonate lens Mounting: Hinged wiring access and conduit entries on the back, sides, top and bottom make installation a snap Cut Off: Full cutoff (0°) Finish: Formulated for high durability and long-lasting color Green Technology: Mercury and UV free. RoHS-compliant components. Other Note: All values are typical (tolerance +/- 10%) SLIM17FAFC60 Need help? Tech help line: (888) 722-1000 Email: sales@rablighting.com Website: www.rablighting.com Copyright © 2024 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 2 Technical Specifications (continued) 5 Yr Limited Warranty: The RAB 5-year, limited warranty covers light output, driver performance and paint finish. RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty. Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Dimensions Features Selectable CCT Full cutoff Selectable on/off photocell 0-10V dimming, standard Ordering Matrix Family Style Wattage Color Temp Finish Voltage Options SLIM17FA FC 60 FC = Full cutoff 40 = 40W 60 = 60W 100 = 100W 120 = 120W 150 = 150W Blank = 3000K/4000K/5000K Adjustable Blank = Bronze Blank = 120-277V Blank = Selectable On/Off Photocell /MVS = Selectable On/Off Photocell w/ Microwave Occupancy Sensor Memorandum Page 1 of 1 800 Willamette Street, Suite 400, Eugene, OR 97401 541.684.4902 FAX 541.684.4909 Eugene, OR Portland, OR DATE: February 26, 2024 SUBJECT: Stormwater PROJECT: 2300348-Rosboro Mill TO: City of Springfield Public Works FROM: Matt Keenan KPFF Consulting Engineers PHONE: 541.735.9251 EMAIL: matt.keenan@kpff.com This memo has been prepared to address stormwater code requirements for the Rosboro Mill site in Springfield, Oregon. This project includes the revision of the campus operations through the removal of an existing on-site building and miscellaneous structures. It introduces two new buildings to improve mill operations and includes additional site access and parking. The City of Springfield Development Code states that all new developments shall infiltrate the full water quality storm, newly identified as 1.4 inches of rainfall for the 24-hour design storm. Given the site use, a relatively high groundwater table and the fact that the primary soils on site are deep layers of clay which aren’t suitable for infiltration, there would not be a feasible method of infiltration that would be adequate for this site. The next step in the treatment hierarchy would be a filtration facility. For the operations of the facility to maintain its efficiency, a significant amount of static storage is required and is already reserved on this site. Decreasing this storage area for a stormwater filtration facility would significantly impact the operability of the facility, making filtration a nonviable option for this site. After further investigation of this site and known constraints, the preferred primary treatment for the storm system would be a sedimentation manhole paired with a hydrodynamic separator, similar to a Contech CDS manhole. On the Rosboro Campus, the revised basin for this project does not currently house any log storage or any other activity that has been flagged for monitoring by DEQ under the 1200 -Z Permit. No pollution- generating activities are being proposed for this area. The log storage yards are typically the parts of the se industrial sites that require more focused treatment. Rosboro has robust protocols for vehicle-related spills or leaks and all catch basins proposed will be Gibson double chamber style, known for adequately retaining incidental spills. With those measures in place, no additional oil separation measures should be needed. The sedimentation manhole and hydrodynamic separator will sufficiently remove any solids from runoff and will fit into Rosboro’s current stormwater maintenance program for regular cleaning and inspection . Therefore, the revised basin will be treated entirely by the sedimentation manhole and hydrodynamic separator. Attachment: Basin Map 2300348- kg EEEE[F P ] [F P ]DERAILFOFOFOFOEOHUOHUOHUOHUOHUOHUOHU OHU OHUOHU OHUOHU OVERHEAD DUCTS OVERHEAD DUCTOVERHEAD DUCT48''SS48''SS48''SS48''SS[FP]16''W [W][W][W][W] [FP][FP][FP][FP][FP][FP] [FP][FP][ FP ][FP][FP]BBBBBBBBBBBBBBBBBBBBBBBRDRDRDRDRDMW #2TRANTRANEEEECECECECSSSCOCOWWVLTWWFPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVPIVCITY FHRDMWCOTELVLTUBSDDDDDDGLULAM BUILDINGPLANER BUILDINGEXISTING LUMBERSTORAGE WAREHOUSEPLANER BUILDINGGLULAM BUILDINGBASIN 1TOTAL IMPERVIOUS AREA:159,657 SF = 3.67 ACRESBASIN 2TOTAL IMPERVIOUS AREA:373,421 SF = 8.57 ACRESSTORM TREATMENT STRUCTUREFOR BOTH BASIN 1 & 2EXH-1SHEET LEGEND B1FAC1GEC2DTSPSPSPSPTTTTGIJHThe following non-stormwater discharges may occur at the facility:·Discharges from emergency or unplanned fire-fighting activities;·Fire hydrant flushing and maintenance;·Potable water, including water line flushing;·Uncontaminated condensate from air conditioners, coolers, chillers, and from other compressors;·Landscape watering and irrigation drainage;·Exterior vehicle wash water that does not use hot water or detergent; restricted to less than 8/wk;·Pavement wash water that does not use hot water, detergent or other cleaning products, no spills or leaks of toxic orhazardous materials having occurred (unless spilled material has been removed), and surfaces are swept beforewashing;·Routine external building wash down that does not use hot water, detergents or other cleaning products;·Uncontaminated ground water or spring water;·Foundation or footing drains where flows are not contaminated with process materials.B2