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OREGON STATE HOSPITAL/2021-23 FACILITIES PLAN CAPITAL PROJECTS ADVISORY BOARD JUNE 12, 2020 OSH/ About Us

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OREGON STATE HOSPITAL/2021-23 FACILITIES PLAN CAPITAL PROJECTS ADVISORY BOARD JUNE 12, 2020 OSH/ About Us OREGON STATE HOSPITAL/2021-23 FACILITIES PLAN CAPITAL PROJECTS ADVISORY BOARD JUNE 12, 2020 OSH/ About Us We are a psychiatric hospital that inspires hope, promotes safety and supports recovery for all. Our mission is to provide therapeutic, evidence-based, patient-centered treatment focusing on recovery and community reintegration all in a safe environment. With two campuses, one in Salem and one in Junction City, Oregon State Hospital serves more than 1,400 people per year and employs more than 2,000 staff. Oregon State Hospital operates under the direction of the Oregon Health Authority. The superintendent is Dolly Matteucci. The Salem campus has the capacity to serve up to 620 people at a time, and the Junction Campus can serve up to 174. Pendleton Cottage is a residential care facility in Pendleton, Oregon and has 16 beds. Salem campus Salem Campus Facilities Year Built Main Hospital 2011 Average Year Built Cottages 1944 Total Acreage 100 Total Gross Square Footage 861,858 Current Replacement Value $361,565,019 Position Authority 1,886 Patient Beds 620 Junction City Campus JC Campus Facilities Year Built 2015 Total Acreage 70 Total Gross Square Footage 229,816 Current Replacement Value $134,951,485 Position Authority 356 Patient Beds 174 Pendleton Cottage Pendleton Cottage Years Built 1914-1985 Total Acreage 8.5 Total Gross Square Footage 41,815 Current Replacement Value $4,356,303 Position Authority 42 Patient Beds 16 Facilities Operations and Maintenance (O&M) Budget excluding Capital 2017-19 2021-23 Improvements and Deferred Maintenance Actual 2019-21 LAB Projected Personal Services (PS) Operations and Maintenance $8,034,684 $12,501,298 $13,848,253 Services and Supplies (S&S) Operations and Maintenance $6,713,031 $7,357,465 $755,2284 Utilities not included in PS and S&S above $0 $0 $0 Total O&M $14,747,715 $19,858,763 $21,400,537 O&M $/SF $14.86 $16.76 $18.06 Project List Campus Project Description Total Project Salem Backflow prevention system $250K Salem Potable water treatment and storage facility $4.38M Salem Medication dispensing cabinets $3.5M : Salem Patient room cabinetry $400K Salem Renovation to increase office space $1.64M Salem Therapy tub room remodeling $500K Salem Campus Sub-total $10.67M Pendleton Parking and road surface asphalt replacement $400K Pendleton Replacing deteriorated concrete sidewalks $100K Pendleton Demolishing building #108 $100K Pendleton Constructing a parking lot in place of building #108 $200K Pendleton Repairing water damage to the multi-purpose building $350K Pendleton Campus Sub-total $1.15M OSH System Total $11.82M Oregon State Hospital Major Construction Project Description Water Storage and Treatment Facility Project Description The algae bloom that occurred in Detroit Lake in late May 2018 contaminating Salem’s water supply with low level toxins, and placing immune suppressed and other vulnerable users at risk, served as a wake-up call for institutions like OSH, highlighting their vulnerability during an externally-driven event such as this. As a result, OSH commissioned this study to develop a concept level approach to address this specific vulnerability as well as the related vulnerability that would be experienced upon loss of access to, or back up of, the sanitary sewer system. A primary driver for the study was determination of probable cost to be used for financial planning of a future implementation. This study recommends a below grade water storage system in the non-historical area to the SE of the main campus supplemented by the existing well (with significant upgrades) at an estimated total construction cost of $4,380,000. Target Quantities of Backup Domestic Water Supply and Blackwater Storage In order to properly estimate the cost and scope of construction, the parameters for supply water flow rates and blackwater storage must be roughly defined. A timeframe of 96 hours and 60,000 gallons/day has been established as a design parameter for the well water storage/emergency supply water system. Since water used by the cooling towers is estimated to be approximately 60,000 gallons per day during summer conditions, it is assumed that these water quantities are for hospital use only, and cooling towers will remain inactive or at a greatly reduced capacity during these times. According to the Department of Human Services and Oregon Health Authority, water operator certification is not required for a system of this size. Existing Wells and Capacity Assumptions There are existing water wells on the east side of the Hospital; two of which appear to be inside the footprint of the eastern parking lot (GR675, GR677), two of which appear to be inside the footprint of the building (GR676, GR679), and one which is on the eastern boundary of the property (GR674). See Fig 1. Because GR674 would be the least disruptive to the Hospital, and has the most accessible land use opportunities nearby, this is the well that will be focused on to deliver the required backup capacity. Well GR-674 was first drilled and tested in September of 1949, and the flow rate data we have for that well is from that installation. According to the initial testing report, dated September 24, 1949, this well is capable of producing 190 GPM of water. The testing report did not indicate, however, for what duration this flow rate is possible. Although, according to well drillers in the Salem area, tests were usually done in 2-hour or 4-hour time periods. However, after conducting a brief survey of local well professionals, the consensus was that this well would likely still be productive, and would have a good chance of producing the 190 GPM level continuously for up to four days. This well is deeper than normal for that area (179 feet), and makeup of this well includes 33 vertical feet of alluvial sand/gravel and gravel/water layers, which are generally the most productive type of layers. In addition, this well is constructed with an 8” diameter casing in the deepest section, which is larger than most wells in the area (most wells would see a 6” diameter casing in their lower sections). Over the course of the past 60 years, the capacity of the aquafer in the area has not diminished, with the exception of some seasonal variations that are typical and expected. Storage system The storage consists of two 30,000 gallon underground NSF 61 fiberglass storage tanks, approximately 10’ in diameter and 56’ long(see cutsheet in the appendix). The tank would be buried between 4’ and 7’ below grade (to the top of the tank). The tank would include 2-3 manholes for access and several other ports for well water fill, booster pump draw, water treatment suction and discharge, local level readout, electronic level monitoring, and at least one vent with a HEPA filter. The pipes connected to the tank would be buried and would daylight in the water treatment building. Submersible pumps on both tanks provide water to the suction side of the triplex booster pumps. Tank level monitoring would be tied into the building management system (BAS). The piping systems delivering water to, drawing from, and treating these tanks will have automatic two-position valves to allow for scheduled treatment, filling and draw down of the two tanks, independent of each other. Fig. 1 Office Space Infill Project PROJECT DESCRIPTION This project includes the infill of 2,700 SF of new floor area at the second-floor level in the Vocational Lab Building. The completed project will include office space for 32 open work stations, conference room, copy room, and unisex toilet room. The following details will be required to complete this project: Structure New concrete foundations, steel columns and beams, metal deck with concrete fill at the second-floor level. Interior Non-structural Construction Partitions including metal studs with gypsum board panels at each side and acoustic insulation. Gypsum board ceilings at the conference room, copy room and toilet room. Life Safety Code Requirements New second floor construction shall meet 2-hour fire rated requirements, partitions shall meet 1-hour fire rated requirements, the existing open ceiling structure above the second-floor level requires upgraded 1-hour fire rating due to the proximity of occupied space to the roof structure. Exterior Construction Replace existing window panels at the north wall, second floor level, with new spandrel glass panels. Add new mechanical intake air louver to the west wall at the mechanical room. Interior Finishes Finishes shall include carpet, rubber base, sheet vinyl, paint at walls and ceilings, all to match existing. Wood doors and metal frames to match existing. Plastic laminate casework to match existing. New motorized roller shaded at existing clerestory windows. Mechanical and Plumbing Systems New HVAC equipment serving new chilled beams suspended from the roof structure to serve the new office space. Plumbing fixtures to match existing, water supply and waste piping connected to existing. Electrical and Data Systems Electrical power to be extended from existing power panels located in room F06-210. New light fixtures to match existing office lighting but incorporated into the mechanical chilled beams. Communications and data system connection to existing panels located in room G05-205. New Office Space Floor Plan Salem Campus Deferred Maintenance Asset Quantity Estimated cost Total Boiler (Water heater) 2 $32,000 $64,000 Unit Icemakers 10 $3,500 $35,000 Unit Washers & dryers 24 ea. $1200 $57,600 Floor covering- Patient rooms 50 $3000 $150,000 Generator control upgrades
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