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Habitat Data Narrative Report
Aprons A and D Flightline Lighting Upgrade Project
Renton, Washington The Boeing Company
Prepared for:
Säzän Group Renton, Washington
Prepared by:
Wood Environment & Infrastructure Solutions, Inc. 3500 188th Street SW, Suite 601
Lynnwood, Washington 98037 USA T: 425-921-4000
Wood Project #PS21204720
July 28, 2021
Habitat Data Narrative Report Aprons A and D Flightline Lighting Upgrade Project
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Table of contents
1.0 Introduction ........................................................................................................................................................................... 1 2.0 Project Description .............................................................................................................................................................. 1 3.0 Renton Municipal Code 4-8-120D ................................................................................................................................ 1 4.0 Habitat Data Narrative Report ........................................................................................................................................ 2 4.1 Habitat Diversity .................................................................................................................................................. 2
4.2 Migration Corridors ............................................................................................................................................ 3 4.3 Cover Type and Associated Species ............................................................................................................ 3 4.3.1 Vegetative Cover ................................................................................................................................ 4 4.3.2 Associated Fish and Wildlife .......................................................................................................... 5 4.4 Identification of Disturbed Areas .................................................................................................................. 6
4.5 Existing Habitat Values and Functions........................................................................................................ 6 4.5.1 Temperature ......................................................................................................................................... 7
4.5.2 Water Quality ....................................................................................................................................... 7 4.5.3 Reach Sinuosity ................................................................................................................................... 7 4.5.4 Vegetative Conditions ...................................................................................................................... 7 4.5.5 Floodplain Condition ........................................................................................................................ 7 4.5.6 Habitat Values and Functions at the Project Site .................................................................. 8
4.6 Habitat Alterations and Impacts and Proposed Habitat Management Program ...................... 8 5.0 References .............................................................................................................................................................................. 9
List of figures
Figure 1 Vicinity and Site Maps Figure 2 Aerial Photo of Project Location
List of tables
Table 1 Small Mammals Reported to Occur Along the Lower Cedar River Table 2 Birds Reported to Occur Along the Lower Cedar River
Table 3 Non-Native Fish Species Introduced into the Lake Washington/Lake Union System Table 4 Different Aquatic Life Uses and Their Associated Numeric Temperature Criteria
List of appendices
Appendix A Aprons A and D Lighting Improvements Plan Sheets Appendix B Site Photographic Log
Appendix C Lighting Criteria Study
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1.0 Introduction
The Boeing Company (Boeing) proposes lighting improvements to aircraft stalls on Aprons A and D at the Boeing Renton plant in Renton, Washington. Project activities are located within the 200-foot Shoreline Setback. As part of permit applications for facility improvements adjacent to shorelines, the Renton
Municipal Code (RMC) requires a habitat data report to document existing conditions and describe measures needed to protect shoreline resources. This Habitat Data Narrative Report has been prepared to meet the requirements for Habitat Data Report - Narrative Report, as detailed in RMC 4-8-120D.
2.0 Project Description
The proposed lighting improvements include replacing existing high-pressure sodium floodlights with energy-efficient LED light fixtures for stalls A1 through A10 and D1 through D10 (Figures 1 and 2). The
proposed lighting replacement activities include:
• Removal of flight line pole mounted light fixtures; pole and pole base will be retained for re-use
• Installation of new light fixtures; existing light fixtures will be salvaged and re-used if suitable
• Maintaining existing lighting controls in stalls A8-A10
• Meeting Boeing standards of stall lighting and mitigating light trespass to the Lower Cedar River
• Maintaining existing security cameras
The proposed project will occur on the developed property consisting of paved, impermeable surfaces and will not create additional impermeable surface area. No concrete cutting or paving activities will be performed. In addition, there will be no trees or plantings removed or disturbed as part of this project. No construction activities will occur, and no structures will be placed below the ordinary high water mark (OHWM) of the Lower Cedar River (LCR). The light fixtures were selected to mitigate light trespass to the LCR through shielding (cut off shields), upgrading from high-pressure sodium bulbs to LED lamps, the LED lamp color temperature, and proper directional focus on the project site instead of the surrounding
environment.
Please see Appendix A for the proposed lighting removal and lighting upgrades design sheets.
This report describes the habitat attributes of the project site where the proposed project is to occur, as defined by RMC 4-8-120D.
3.0 Renton Municipal Code 4-8-120D
Under RMC 4-8-120D (Submittal Requirements—Specific to Application Type: Land Use Applications), the City of Renton requires a Habitat Data Report to be included with Boeing's permit application submittal for the proposed project.
Habitat Data Report: Habitat data reports include:
a. Site Plan: The site plan shall indicate:
i. The vegetative cover types reflecting the general boundaries of the different plant communities on the site;
ii. The exact locations and specifications for all activities associated with site development, including the type, extent, and method of operations;
iii. Top view and typical cross-section views of critical habitat/wildlife habitat to scale;
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iv. The results of searches of the State Department of Fish and Wildlife's Natural Heritage and Non-Game Data System databases;
v. The results of searches of the Washington State Department of Fish and Wildlife Priority
Habitat and Species database.
b. Narrative Report: A narrative report shall be prepared to accompany the site plan, which describes:
i. The layers, diversity, and variety of habitat found on the site;
ii. The location of any migration or movement corridors;
iii. The species typically associated with the cover types, including an identification of any critical wildlife species that might be expected to be found;
iv. Identification of any areas that have been previously disturbed or degraded by human activity or natural processes;
v. A summary of existing habitat functions and values, utilizing a habitat evaluation procedure or methodology approved by the City;
vi. A summary of proposed habitat alterations and impacts and proposed habitat
management program. Potential impacts may include but are not limited to clearing of vegetation, fragmentation of wildlife habitat, expected decrease in species diversity or quantity, changes in water quality, increases in human intrusion, and impacts on wetlands or water resources.
This report fulfills requirement b above to provide a Habitat Assessment Narrative. Säzän Group retains responsibility for the preparation of a Site Plan to meet the requirement above.
4.0 Habitat Data Narrative Report
This section presents the habitat data Narrative Report, as required by the City of Renton and described in
RMC 4-8-120D, and provides pertinent habitat and ecological function information for the immediate project site where the proposed project is to occur.
4.1 Habitat Diversity
The LCR downstream of Interstate 405 (approximately 1.6 miles) is an artificial channel created early in the 20th century and is completely constrained between levees and revetments. This reach was regularly dredged to prevent flooding from its completion in 1912 until the mid-1970s. Portions of the reach were
again dredged in 1999 for the first time since the mid-1970s. In 2016, flood-control dredging occurred in the lower 1.2 miles of the LCR. An 8-foot-high concrete flood-control wall abuts the western riverbank
and confines the width of the riparian zone in this area along the river.
In-stream habitat in the reach is almost entirely glide, with little habitat complexity. Land uses prevent floodplain connectivity and have eliminated the potential for re-connection with a natural floodplain or
the establishment of a riparian corridor. Channelization and existing land use prevent significant large woody debris (LWD) from accumulating in the channel. The reach is also very low-gradient and depositional, and the substrates have high levels of fine sediments (Corps, 2004; Parametrix and Adolfson, 2010).
The shoreline along the LCR adjacent to the project site consists of developed property belonging to Boeing and the City of Renton.
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With the realignment of the Cedar River into Lake Washington in 1912, the zone of sediment deposition was localized through the City of Renton (Perkins, 1994). The vast majority, if not all, of the non-suspendable sediment load is now deposited along this reach because Lake Washington lies at the river's
mouth. With the river's path fixed by armored banks, progressive infilling of the channel resulted, sediment is continually deposited downstream 2 miles of the river and an enlarging delta in Lake Washington.
The aquatic habitat within the LCR adjacent to the project site consists of a low relief benthic habitat composed of small cobbles with some gravel and no boulders. LWD in the stretch of the LCR adjacent to the project site is extremely limited (Appendix B, Photos 1 to 7). River discharged at the time of site visit on July 22, 2021, was approximately 236 cubic feet per second (USGS, 2021). Channelization of the LCR has eliminated meanders within the lower river, such that the lower 1.6 miles of the river consist of a
uniform glide habitat with a nearly complete absence of riffles and pools. Habitat diversity along the LCR adjacent to the project site is extremely limited.
4.2 Migration Corridors
A query of Washington Department of Fish and Wildlife's Priority Habitat and Species database (https://wdfw.wa.gov/species-habitats/at-risk/phs/maps) identified five salmonid species that use the LCR
as a migration corridor:
• Chinook salmon
• Coho salmon
• Sockeye salmon
• Steelhead and rainbow trout
• Coastal cutthroat trout
Two of the above species, Puget Sound Chinook salmon and Puget Sound steelhead, are listed as threatened under the Endangered Species Act.
Bull trout, a member of the char family, may also be found in the LCR and is also listed as threatened
under the Endangered Species Act. Population status information and extent of use of this area are currently unknown. Adult and subadult size individuals have been observed infrequently in the LCR (below Cedar Falls), Lake Washington, and at the Locks. No spawning activity or juvenile rearing has been observed. No distinct spawning populations exist in Lake Washington outside of the upper Cedar River above Lake Chester Morse (not accessible to bull trout within Lake Washington) (King County, 2000). It is unlikely that bull trout use the Cedar River as a migratory corridor.
4.3 Cover Type and Associated Species
Wood Environment & Infrastructure Solutions, Inc. (Wood) staff, Cheyenne Ginther (environmental compliance) and David Sorey (landscape architect) conducted a site survey on July 22, 2021, to assess vegetative cover and habitat along the LCR shoreline adjacent to and within 100 feet upstream and
downstream of the proposed project site. Appendix B provides a photographic log depicting habitat conditions and vegetation along the riparian zone of the west bank of the LCR adjacent to the project site.
The Apron A portion of the project site is on the west shoreline of the LCR and Renton Municipal Airport, and the Apron D portion of the project site is on the east shoreline of the LCR and the Boeing-Renton facility. Both portions of the project site consist primarily of concrete and asphalt surfaces. Along the west
shoreline of the LCR is an 8-foot-high concrete flood-control wall abutting the riverbank and confining
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the width of the riparian zone in this area along the river. The paved East Perimeter Road abuts the west side of this flood-control wall.
Typical plant and animal assemblages and associations that would be expected along the riparian corridor
of the LCR are mostly absent along the stretch adjacent to the project site.
4.3.1 Vegetative Cover
The riparian zone along the east bank of the LCR adjacent to and within 100 feet upstream and downstream of the project site comprises an approximately 70-foot-wide vegetated band. The vegetated
band is bisected by an approximate 9-foot-wide asphalt path (Cedar River Trail) that runs in the upland parallel to the river. The vegetated band consists of a relatively narrow strip (approximately 16 to 22 feet
wide) adjacent to the river of primarily planted and volunteer native trees, shrubs, and herbaceous groundcover, with some non-native trees and shrubs present. Representative photos of the riparian habitat adjacent to the project site are provided in Appendix B. No vegetation, including trees, is located
within the proposed construction footprint.
Native trees and shrubs present on the site include:
• Native Tree species: Pacific silver fir (Abies amabilis), madrone (Arbutus menziesii), red alder (Alnus rubra), shore pine (Pinus contorta contorta), black cottonwood (Populus trichocarpa), Douglas-fir (Pseudotsuga menziesii), Pacific willow (Salix lasiandra), Sitka willow (Salix sitchensis), Western red cedar (Thuja plicata)
• Native Shrub species: red osier dogwood (Cornus sericea), Oregon grape (Mahonia aquifolium),
Douglas spirea (Spiraea douglasii), Indian plum (Oemleria cerasiformis), western swordfern (Polystichum munitum), nootka rose (Rosa nutkana), snowberry (Symphoricarpos albus)
Non-native plant species were observed primarily along the fenceline west of Apron D and the east and west side of the paved path and included:
• Non-native Tree species: red maple (Acer rubrum), horse chestnut (Aesculus hippocastanum), ginkgo (Ginkgo biloba), tulip tree (Liriodendron tulipifera)
• Non-native Shrub species: butterfly bush (Buddleia davidii), camellia (Camellia sp.), low cotoneaster (Cotoneaster sp.), winged euonymus (Euonymus alatus), hardy fuchsia (Fuschsia sp.), Japanese privet (Ligustrum japonicum), Himalayan blackberry (Rubus armeniacus), and Japanese spirea (Spiraea japonica)
Approximately 60 percent of the upland area is grass/lawn. The limited riparian vegetation along the east bank adjacent to the project site and the highly developed shorelines along both banks of the LCR
severely limit habitat availability and use by multiple plant and animal species.
In addition to the Washington Department of Fish and Wildlife's Priority Habitat and Species database referred to above, a query of the Washington Department of Natural Resources' Natural Heritage
Program online mapper (https://www.dnr.wa.gov/NHPdata) was performed. No rare plants and rare/high-
quality ecosystems were identified in the vicinity of the project site.
Critical wildlife species occurring at the project site include the salmonids identified in Section 4.2.
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4.3.2 Associated Fish and Wildlife
4.3.2.1 Mammals
Given the level of development and paved surface area in the project area, it is likely that only small mammals such as beaver, squirrels, mice, rats, voles, moles, raccoons, opossums, muskrats, and river
otters use the riparian areas along the LCR shoreline adjacent to and within 100 feet upstream and downstream of the project areas.
A river otter was observed on the west shoreline of the LCR during the site visit. Richter and Azous (1997),
conducting small-mammal surveys in a wetland along the LCR, reported 13 species of mammals (Table 1). These and other small mammals common to the Puget lowlands may occur along the LCR adjacent to the
project site.
4.3.2.2 Birds
Several bird species were observed during the site visit, including American crow (Corvus brachyrhynchos), violet-green swallow (Tachycineta thalassina), osprey (Pandion haliaetus), glaucous-winged gull (Larus
glaucescens), gadwall (Marceca strepera), and several unidentified songbird species.
Richter and Azous (1997) conducted bird surveys in a wetland of the LCR between late May and mid-June in 1988, 1989, 1991, 1992, and 1995 to determine distribution and relative abundance. They reported 58 species of birds (Table 2). King County also reported bird species observations in 2008 and identified changes in bird populations and habitat preferences (King County, 2008). It is likely that all of these birds, as well as other species of birds common to the Puget lowlands, nest or forage in the project vicinity.
4.3.2.3 Amphibians and Reptiles
No amphibians or reptiles were observed during the site visit; however, it is likely that amphibian (e.g., Anurans) and reptile species (e.g., turtles) found in the Lake Washington basin may use the areas within the site vicinity. Richter and Azous (1997) reported the occurrence of the following amphibian species in
the LCR and King County (King County, 2016):
• Ensatina (salamander) (Ensatina eschscholtzii)
• Long-toed salamander (Ambystoma macrodactylus)
• Northwestern salamander (A. gracile)
• Pacific tree frog (Pseudoacris regilla)
• Red-legged frog (Rana aurora)
• Western red-backed salamander (Plethodon vehiculum)
• Bullfrog (Rana catesbeiana)
• Pacific giant salamander (Dicamptodonitdae)
• Roughskin newt (Taricha granulosa)
• Western toad (Anaxyrus boreas)
No information was located listing reptile species occurring along the LCR in the project vicinity; however, reptiles listed for King County (King County, 2016, 2008) that could occur in the project vicinity include:
• Common garter snake (Thamnophis sirtalis)
• Northern alligator lizard (Elgaria coerulea)
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• Northwestern garter snake (T. ordinoides)
• Painted turtle (Chrysemys picta)
• Rubber boa (Charina bottae)
• Slider (Trachemys scripta)
• Western fence lizard (Sceloporus occidentalis)
• Western terrestrial garter snake (T. elegans)
4.3.2.4 Fish
No fish were observed in the LCR adjacent to the project sites during the site visit. The Lake Washington system, including the LCR adjacent to the project site, hosts many fish species, including five salmonid species: Chinook salmon (Oncorhynchus tshawytscha), coho salmon (O. kisutch), sockeye/kokanee salmon
(O. nerka), coastal cutthroat trout (O. clarki clarki), and steelhead/rainbow trout (O. mykiss) (King County, 2008; WDFW, 2021). Anadromous forms of each of these species use the Cedar River system as migratory, forage, nursery, and spawning habitat. Individuals are present in the river both as adults during migrations
to spawning grounds and as juveniles (Kerwin, 2001). All of these species occur seasonally in the LCR adjacent to the project site. Additionally, there have been isolated reports of coastal/Puget Sound bull trout (Salvelinus confluentus) and kokanee occurring in the Lake Washington system; however, it is believed that few bull trout occur in the Lake Washington system if they occur at all. Puget Sound Chinook salmon, Puget Sound steelhead trout, and bull trout are federally listed under the Endangered
Species Act.
Species endemic to the Lake Washington system include the northern pike minnow (Ptychocheilus oregonensis), peamouth (Mylocheilus caurinus), sculpins (Cottus spp.), and longfin smelt (Spirinchus thaleichthys) (Weitkamp et al., 2000; Wydoski and Whitney, 2003). In addition, twenty-four non-native fish species (Table 3) have been identified in the Lake Washington/Lake Union system. A number of these species are now believed to be no longer present in the system. Some of these species are known to prey on juvenile salmon (e.g., smallmouth bass), while others are potential competitors with juvenile salmonids
for food (Kerwin, 2001).
4.4 Identification of Disturbed Areas
The entire project area is highly developed and disturbed. As stated in Section 4.1, the lower 1.6 miles of the LCR is an artificially created channel with extensive development along both banks.
4.5 Existing Habitat Values and Functions
The LCR adjacent to the project site has very limited habitat value and is low functioning. A combination
of two habitat assessment methods was used to provide a qualitative assessment of the existing habitat values and functions. These habitat assessment methods were the U.S. Environment Protection Agency's (EPA's) Rapid Bioassessment Protocols for Use of Wadeable Streams and Rivers (Barbour et al., 1999) and
the U.S. Forest Service's Stream Inventory Handbook: Levels I and II (USFS, 2020). Both methods incorporate the use of physicochemical and biological parameters to assess habitat value and functionality. The EPA's Rapid Bioassessment Protocols incorporates benthic invertebrate and fish assemblages data to evaluate habitat value and function. For this project, neither benthic invertebrate nor fish assemblage data were collected as part of the evaluation process due to the necessity of applying for
and receiving the necessary permit to gather such data. The habitat assessment is based on physicochemical conditions observed at the project site:
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• Temperature
• Water quality
• Reach sinuosity
• Vegetative conditions of the stream banks and the riparian zone
• Condition of the floodplain (e.g., accessibility from the bank, overflow, and size)
Each of the above parameters is discussed below.
4.5.1 Temperature
Mean monthly water temperatures in degrees Celsius in the LCR at Renton for the period of March 1992 through September 2020 (USGS, 2021) are as follows:
• January – 6.1 • July – 15.8
• February – 6.4 • August – 16.0
• March – 7.6 • September – 13.8
• April – 9.5 • October – 11.0
• May – 11.7 • November – 8.2
• June – 13.4 • December – 6.4
The warmest water temperatures occur during the months of June, July, August, and September; however,
even the highest mean monthly temperatures are compliant with Washington State aquatic life temperature criteria (Table 4), with the exception of the char spawning and rearing beneficial use. Char
(e.g., bull trout) do not spawn in the LCR, and it is highly unlikely that they use the LCR as rearing habitat.
4.5.2 Water Quality
No site-specific water quality data were found for the project site; however, water quality monitoring has been conducted in South Lake Washington by the Washington State Department of Ecology. Washington
State's Water Quality Assessment (303[d] & 305[b] Report) (Ecology, 2021) identified exceedances of water quality standards for temperature, pH, and dissolved oxygen in the LCR. No chemical exceedances
of state water quality criteria were identified for the LCR adjacent to the project site.
4.5.3 Reach Sinuosity
As discussed above, the lower 1.6 miles of the LCR are channelized, and much of the shoreline on both banks is restrained by bulkheads. There is no sinuosity within the entire 1.6 miles of the LCR. Stream
sinuosity can provide increased habitat complexity by creating pools, riffles, glides, and the creation of off-channel habitat.
4.5.4 Vegetative Conditions
As described previously, riparian vegetation is limited along both banks of the LCR within 100 feet of the project site. As such, habitat diversity and functionality along the reach of the LCR is severely limited.
4.5.5 Floodplain Condition
The LCR is an artificially-created channel and is confined by levees and bulkheads on each bank. Except in extreme discharge conditions, the LCR has very little connectivity within its floodplain and virtually no
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potential for formation of off-channel habitat within the floodplain. Because of the low gradient of the LCR, it functions as a sediment depositional zone. The City of Renton and the U.S. Army Corps of Engineers periodically dredges the LCR for flood-control purposes. The City of Renton last performed
flood-control dredging back in 2016.
4.5.6 Habitat Values and Functions at the Project Site
A qualitative assessment of the LCR adjacent to the project site indicates that it provides very low habitat value and function due primarily to the sparse riparian vegetation and habitat complexity.
4.5.6.1 Ecological Function
Riparian habitats have important ecological functions other than providing habitat for birds and other wildlife. Healthy riparian vegetation protects banks from erosion, influences in-channel aquatic habitats, maintains favorable water temperature for fish through shading, filters runoff, and provides nutrients.
Riparian vegetation creates meanders, increases habitat complexity, and can protect against scour during severe storm events. Riparian habitats link upland and aquatic habitats. Upland habitats have a critical role in the watershed function and affect riparian and aquatic habitats, particularly in drier, low-elevation sites.
The riparian zone along the east and west banks of the LCR within 100 feet of the project site is discussed in Section 4.3.1 above. The primary ecological functions provided by riparian vegetation along the east and west banks of the LCR within 100 feet of the project site include:
• Nesting and foraging habitat for birds and small mammals,
• Input of terrestrial insects from overhanging vegetation,
• Input of allochthonous organic matter (via leaf fall),
• Limited erosion control, and
• Limited habitat complexity.
The LCR is an artificial channel created in 1912 when the river was diverted as a tributary to the former Black River directly to Lake Washington. The LCR is channelized and substantially altered so that there is a minimal riparian area to provide all of the potential ecological functions of an unaltered habitat. Riparian
vegetation provides very little, if any, shading the LCR because of the dominance of small shrubs and the lack of large trees. Both banks of the river in the project area are contained within levees and/or flood-
control walls, so there is no potential to create meandering or off-channel habitat. Because of the extensive development along both banks of the river in the project area (Boeing to the east and west and the Renton Municipal Airport to the west), there is little, if any, transition between riparian and upland habitats.
4.6 Habitat Alterations and Impacts and Proposed Habitat Management Program
The project will not involve any in-water components or work below the OHWM, and no portion of the project will occur in the riparian zone of the LCR. External lighting will be installed as part of the proposed
project as described in Section 2.0. The one component of the project that could potentially affect aquatic biota in the LCR is light impingement from the replacement lighting proposed for the aircraft stalls on
Aprons A and D.
Installation of the new external lighting will meet King County Title 21A.24.010.G to protect public trust as to navigable waters, aquatic resources, fish and wildlife, and their habitat. Specifically, to protect the
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surrounding environment, external lighting will have shielding options to manipulate cut off angles, diminish excess spill light, trespass light, and glare, preventing the shoreline area from over lighting and disturbing wildlife. In addition, the proposed external lighting fixtures would reduce light trespass to the
riparian zone of the LCR. The lighting study modeled the anticipated light conditions along the riparian zone of the LCR to range from 0 to 0.1-foot-candles (see Proposed Comparative Lighting Calculations in Appendix B of the lighting study, provided in Appendix C of this report).
No components of the proposed project occurring in the 200-foot shoreline zone will affect existing habitat or ecological conditions within the 200-foot shoreline zone or the adjacent LCR. No habitat management or mitigation programs are required for the proposed project, and none are proposed.
5.0 References
Barbour, M.T., Gerritsen, J., Snyder, B.C., and Stribling, J.B., 1999. Rapid Bioassessment Protocols for Use in
Streams and Wadeable Rivers. U.S. Environmental Protection Agency, Office of Water, EPA 841-B-99-002, Washington, D.C.
Corps – see U.S. Army Corps of Engineers
Ecology – see Washington State Department of Ecology
Kerwin, J., 2001. Salmon and Steelhead Habitat Limiting Factors Report for the Cedar-Sammamish Basin
(Water Resource Inventory Area 8). Washington Conservation Commission, Olympia.
King County, 2000. Literature Review and Recommended Sampling Protocol for Bull Trout in King County. Final Draft. https://your.kingcounty.gov/dnrp/library/2000/kcr848.pdf (accessed May 26, 2021).
———, 2008. King County Biodiversity Report 2008. King County, Seattle, Washington. http://www.kingcounty.gov/environment/animalsAndPlants/biodiversity/king-county-biodiversity-
report.aspx (accessed March 23, 2020).
———, 2016. Herp Species in King County. King County Biodiversity Report 2008. King County, Seattle, Washington. https://www.kingcounty.gov/services/environment/animals-and-plants/biodiversity/defining-biodiversity/species-of-interest/herps.aspx (accessed March 23, 2020).
Parametrix and Adolfson Associates, Inc. (Parametrix and Adolfson), 2010. City of Renton Shoreline Master
Program Update Restoration Plan. Prepared for the City of Renton, Washington. http://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.177.6266&rep=rep1&type=pdf (accessed
May 19, 2021).
Perkins, S.J., 1994. The shrinking Cedar River – Channel changes following flow regime regulation and bank armoring, in Proceedings of Effects of Human-Induced Changes on Hydrologic Systems. American Water Resources Association 1994 Annual Summer Symposium, p. 649-658.
Richter, K.O., and Azous, A.L., 1997. Amphibian distribution, abundance, and habitat use, in Azous, A.L.,
and Horner, R.R. (eds.), Wetlands and Urbanization – Implications for the Future, final report. Puget Sound Wetlands and Stormwater Management Research Program, Washington State Department of Ecology, Olympia, King County Water and Land Resources Division, Seattle, Washington, and
University of Washington, Seattle. http://your.kingcounty.gov/dnrp/library/archive-documents/wlr/ wetlands-urbanization-report/wet-rept.pdf (accessed May 26, 2021).
U.S. Army Corps of Engineers (Corps), 2004. Cedar River at Renton Flood Damage Reduction Operation and Maintenance Manual – Cedar River Section 205 (Renton, Washington). U.S. Army Corps of Engineers, Seattle District, Seattle, Washington.
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U.S. Forest Service (USFS), 2020. Stream Inventory Handbook: Levels I and II (Version 2.20). USFS, Pacific Northwest Region, Region 6, Portland, Oregon.
U.S. Geological Survey (USGS), 2021. USGS Water Monthly Statistics for the Nation – USGS 12119000
Cedar River at Renton. Department of the Interior, USGS, National Water Information System, https://nwis.waterdata.usgs.gov/nwis/monthly?site_no=12119000&por_12119000_149017=1179603,00010,149017,1992-02,2020-10&format=html_table&date_format=YYYY-MM-
DD&rdb_compression=file&submitted_form=parameter_selection_list (accessed May 18, 2021).
Washington State Department of Ecology (Ecology), 2008. Washington State’s 2008 Water Quality Assessment (303[d] & 305[b] Report). Ecology, Olympia, http://www.ecy.wa.gov/programs/wq/303d/ 2008/index.html (accessed April 15, 2012).
———, 2021. Washington State’s 2008 Water Quality Assessment (303[d] & 305[b] Report). Ecology, Olympia, https://apps.ecology.wa.gov/ApprovedWQA/ApprovedPages/ApprovedSearchResults.aspx
(accessed May 19, 2021).
Washington State Department of Fish and Wildlife (WDFW), 2021. SalmonScape. 2017. http://apps.wdfw.wa.gov/salmonscape/map.html (accessed May 26, 2021).
Weitkamp, D.E., Ruggerone, G.T., Sacha, L., Howell, J., and Bachen, B., 2000. Factors Affecting Chinook Populations – Background Report. City of Seattle, Seattle, Washington.
Wydoski, R.S., and Whitney, R.R., 2003. Inland Fishes of Washington. American Fisheries Society, Bethesda, Maryland, and University of Washington Press, Seattle.
Figures
ApronsA&D_LightingUpgrade_HabitatNarrativeReport_Figures_20210727.xlsxVICINITY AND SITE MAPS
Date: 07/27/2021 Proj. No. PS21204720
Figure 1
Habitat Data Narrative Report
Aprons A and D Flightline Lighting Upgrade Project
Renton, WA
By: tlp
ApronsA&D_LightingUpgrade_HabitatNarrativeReport_Figures_20210727.xlsxAERIAL PHOTO OF PROJECT LOCATION
(in yellow)
Date: 07/27/2021 Proj. No. PS21204720
Figure 2
Habitat Data Narrative Report
Aprons A and D Flightline Lighting Upgrade Project
By: tlp
Apron D
Cedar River Trail
Apron A
Tables
Wood Environment & Infrastructure Solutions, Inc.
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Table 1: Small Mammals Reported to Occur Along the Lower Cedar River¹
Aprons A and D Flightline Lighting Upgrade Project, Renton, Washington
Common name
Scientific name
(Genus species) Common name
Scientific name
(Genus species)
Creeping vole Microtus oregoni Montane shrew Sorex monticolus
Deer mouse Peromyscus maniculatus Shrew-mole Neurotrichus gibbsii
Ermine Mustela ermine Southern red-backed vole Clethryonomys gapperi
Forest deer mouse Peromyscus oreas Townsend’s chipmunk Tamias townsendii
Long-tailed vole Microtus longicaudus Trowbridge’s shrew Sorex trowbridgei
Marsh shrew Sorex bendirei Vagrant shrew Sorex vagrans
Masked shrew Sorex cinereus
Note(s)
1. Source: Richter and Azous, 1997.
Wood Environment & Infrastructure Solutions, Inc.
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Table 2: Birds Reported to Occur Along the Lower Cedar River1
Aprons A and D Flightline Lighting Upgrade Project, Renton, Washington
Common name
Scientific name
(Genus species) Common name
Scientific name
(Genus species)
American crow Corvus brachyrhynchos Northern pygmy owl Glaucidium gnoma
American goldfinch Carduelis tristis Orange-crowned warbler Vermivora celata
American robin Turdus migratorius Pine siskin Carduelis pinus
Black-capped chickadee Parus atricapillus Pacific-slope flycatcher Empidonax difficilis
Belted kingfisher Ceryle alcyon Purple finch Carpodacus purpureus
Bewick’s wren Thryomanes bewickii Red-breasted nuthatch Sitta Canadensis
Brown-headed cow bird Molothrus ater Red-breasted sapsucker Sphyrapicus ruber
Black-headed grosbeak Pheucticus melanocephalus Red crossbill Loxia curvirostra
Brewer’s blackbird Euphagus cyanocephalus Red-eyed vireo Vireo olivaceus
Brown creeper Certhia Americana Rufous-sided towhee Pipilo erythrophthalmus
Black-throated gray warbler Dendroica nigrescens Ruffed grouse Bonasa umbellus
Bushtit Psaltriparus minimus Ruby-crowned kinglet Regulus calendula
Chestnut-backed chickadee Parus rufescens Red-winged blackbird Agelaius phoeniceus
Cedar waxwing Bombycilla cedrorum Sora Porzana Carolina
Cooper’s hawk Accipiter cooperii Song sparrow Melospiza melodia
Common raven Corvus corax Sharp-shinned hawk Accipiter striatus
Common yellow throat Geothlypis trichas Steller’s jay Cyanocitta stelleri
Dark-eyed junco Junco hyemalis Swainson’s thrush Catharus ustulatus
Downy woodpecker Picoides pubescens Townsend’s warbler Setophaga townsendi
European starling Sturnus vulgaris Vaux’s swift Chaetura vauxi
Evening grosbeak Coccothraustes vespertinus Violet-green swallow Tachycineta thalassina
Fox sparrow Passerella iliaca Virginia rail Rallus limicola
Great blue heron Ardea herodias Warbling vireo Vireo gilvus
Golden-crowned kinglet Regulus satrapa Western tanager Piranga ludoviciana
Hairy woodpecker Picoides villosus Willow flycatcher Empidonax traillii
Hermit thrush Catharus guttatus Wilson’s warbler Cardellina pusilla
Marsh wren Cistothorus palustris Winter wren Troglodytes hiemalis
MacGillivray’s warbler Geothlypis tolmiei Wood duck Aix sponsa
Northern flicker Colaptes auratus Yellow warbler Dendroica petechia
Note(s)
1. Source: Richter and Azous, 1997. Table lists only species reported by Richter and Azous (1997). Other species have been
observed during other investigations and during the field visit on July 22, 2021.
Wood Environment & Infrastructure Solutions, Inc.
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Table 3: Non-Native Fish Species Introduced Into the Lake Washington/Lake Union System¹
Aprons A and D Flightline Lighting Upgrade Project, Renton, Washington
Common name
Scientific name
(Genus species) Status
American shad Alosa sapidissima Uncommon strays
Atlantic salmon Salmo salar Can exceed 1,000 per year
Black bullhead Ictalurus melas Extinct
Black crappie Pomoxis nigromaculatus Common
Bluegill Lepomis macrocheilus Common
Brook trout Salvelinus fontinalis Rarely caught
Brown bullhead Ictalurus nebulosus Rare, may be extinct
Brown trout Salmo trutta No observed reproduction
Channel catfish Ictalurus punctatus Rarely caught
Cherry salmon Oncorhynchus masou Extinct
Common carp Cyprinus carpio Abundant
Fathead minnow Pimephales notatus Unknown
Goldfish Carassius auratus Intermittent
Grass carp Ctenopharengodon idella Triploids only
Lake trout Salvelinus namaycush Extinct
Lake whitefish Coregonus clupeaformis Extinct
Largemouth bass Micropterus salmoides Common
Pumpkinseed sunfish Lepomis gibbosus Abundant
Smallmouth bass Micropterus dolomieui Common
Tench Tinca tinca Abundant
Warmouth Lepomis gulosus No observed reproduction
Weather loach Misgurnus angillicaudatus No observed reproduction
White crappie Pomoxis annularis Uncommon
Yellow perch Perca flavescens Abundant
Note(s)
1. Source: Kerwin, 2001.
Wood Environment & Infrastructure Solutions, Inc.
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Table 4: Different Aquatic Life Uses and Their Associated Numeric Temperature Criteria¹
Aprons A and D Flightline Lighting Upgrade Project, Renton, Washington
Beneficial use Temperature2 (°C)
Char Spawning and Rearing 12
Core Summer Salmonid Habitat 16
Salmonid Spawning, Rearing, and Migration 17.5
Salmonid Rearing and Migration Only 17.5
Note(s)
1. Source: Ecology, 2008.
2. Based on the 7-day average of the daily maximum temperatures.
Abbreviation(s)
°C = degrees Celsius
Appendix A
Aprons A and D Lighting Improvements Plan Sheets
BOEING COMMERCIAL AIRPLANE GROUP
RENTON FACILITY
N 8TH AND PARK AVE NORTH
RENTON, WASHINGTON 98055
VICINITY PLAN
RENTON AIRPORT
APRON 'A' & 'D'
COVER SHEET
G1
600 Stewart St., Ste 1400
Seattle, Washington 98101
Tel 206.267.1700
Fax 206.267.1701
SAZAN #543-1891
ISSUE FOR CONSTRUCTION
12.21.18
APRON 'A' AND 'D' FLIGHTLINE
LIGHTING UPGRADE
12/20/2018
G1
RAMP PAVEDPAVEDPAVED PAVED PARKINGROCKSROCKSPAVEDPAVEDPAVED
PAVED PARKING
AIRPORTPROPERTY
PAVEDPAVEDPAVED
PAVED
APRON "D"WETLANDS BUFFER40'WETLANDS BUFFERTHIS PROJECT311'88'40'100'200'200'100'APRON "A"100' SHORELINE SETBACK200' SHORELINE SETBACK100' SHORELINE SETBACK200' SHORELINE SETBACKBUILDING APRON A and DSITE PLANYD4
RENTON AIRPORT
APRON 'A'
YARD LIGHTING REMOVAL
YDE8aR
600 Stewart St., Ste 1400
Seattle, Washington 98101
Tel 206.267.1700
Fax 206.267.1701
SAZAN #543-1891
ISSUE FOR CONSTRUCTION
12.21.18
E8c
E8b
E8a
E8d
REMOVAL
E1
12/20/2018
600 Stewart St., Ste 1400
Seattle, Washington 98101
Tel 206.267.1700
Fax 206.267.1701
SAZAN #543-1891
ISSUE FOR CONSTRUCTION
12.21.18
RENTON AIRPORT
APRON 'A'
YARD LIGHTING REMOVAL
YDE8bR
E8c
E8b
E8a
E8d
REMOVAL
E2
12/20/2018
E8c
E8b
E8a
600 Stewart St., Ste 1400
Seattle, Washington 98101
Tel 206.267.1700
Fax 206.267.1701
SAZAN #543-1891
ISSUE FOR CONSTRUCTION
12.21.18
RENTON AIRPORT
APRON 'A'
YARD LIGHTING REMOVAL
YDE8cR
E8d
REMOVAL
E3
12/20/2018
E8c
E8b
E8a
600 Stewart St., Ste 1400
Seattle, Washington 98101
Tel 206.267.1700
Fax 206.267.1701
SAZAN #543-1891
ISSUE FOR CONSTRUCTION
12.21.18
RENTON AIRPORT
APRON 'D'
YARD LIGHTING REMOVAL
YDE8dR
E8d
REMOVAL
E4
12/20/2018
RENTON AIRPORT
APRON 'A'
YARD LIGHTING
YDE8a
600 Stewart St., Ste 1400
Seattle, Washington 98101
Tel 206.267.1700
Fax 206.267.1701
SAZAN #543-1891
ISSUE FOR CONSTRUCTION
12.21.18
E8c
E8b
E8a
E8d
E5
12/20/2018
600 Stewart St., Ste 1400
Seattle, Washington 98101
Tel 206.267.1700
Fax 206.267.1701
SAZAN #543-1891
ISSUE FOR CONSTRUCTION
12.21.18
RENTON AIRPORT
APRON 'A'
YARD LIGHTING
YDE8b
E8c
E8b
E8a
E8d
E6
12/20/2018
E8c
600 Stewart St., Ste 1400
Seattle, Washington 98101
Tel 206.267.1700
Fax 206.267.1701
SAZAN #543-1891
ISSUE FOR CONSTRUCTION
12.21.18
RENTON AIRPORT
APRON 'A'
YARD LIGHTING
YDE8c
E8b
E8a
E8d
E7
12/20/2018
E8c
E8b
E8a
600 Stewart St., Ste 1400
Seattle, Washington 98101
Tel 206.267.1700
Fax 206.267.1701
SAZAN #543-1891
ISSUE FOR CONSTRUCTION
12.21.18
RENTON AIRPORT
APRON 'D'
YARD LIGHTING
YDE8d
E8d
E8
12/20/2018
RENTON AIRPORT
APRON 'A' & 'D'
APRON A & D POLE SCHEDULE
E530-1
600 Stewart St., Ste 1400
Seattle, Washington 98101
Tel 206.267.1700
Fax 206.267.1701
SAZAN #543-1891
ISSUE FOR CONSTRUCTION
12.21.18
E13
12/20/2018
RENTON AIRPORT
APRON 'A' & 'D'
APRON A & D LIGHTING DETAIL
E530-2
600 Stewart St., Ste 1400
Seattle, Washington 98101
Tel 206.267.1700
Fax 206.267.1701
SAZAN #543-1891
ISSUE FOR CONSTRUCTION
12.21.18
E14
12/20/2018
Appendix B
Site Photographic Log
Habitat Data Narrative Report
Aprons A and D Flightline Lighting Upgrade Project
Wood Project #PS21204720 | The Boeing Company | July 28, 2020 Page 1 of 4
Appendix B: Aprons A and D Flightline Lighting Upgrade Project
Photo Log
Photo 1 Northern end of the project site (Apron A) looking toward the north along the east bank of
Lower Cedar River– Himalayan blackberry and willow.
Photo 2 Approximately the midway point of the project site (Apron A) looking toward the north of
along the east bank of the Lower Cedar River – Himalayan blackberry, canary reed grass,
willow, and alder.
Habitat Data Narrative Report
Aprons A and D Flightline Lighting Upgrade Project
Wood Project #PS21204720 | The Boeing Company | July 28, 2020 Page 2 of 4
Photo 3 Looking toward the south of the project site (Apron A) along the east bank Lower Cedar
River – sword ferns, nootka rose, willow, and dogwood.
Photo 4 Looking toward the north of the project site (Apron D) along the fence line and trail –
unidentified turf grass, red maple, Douglas fir, and Japanese privet.
Habitat Data Narrative Report
Aprons A and D Flightline Lighting Upgrade Project
Wood Project #PS21204720 | The Boeing Company | July 28, 2020 Page 3 of 4
Photo 5 Looking toward the south of the project site (Apron D) along the fence line and trail –
unidentified turf grass, red maple, Douglas fir, and alder.
Photo 6 Approximately the middle of the project site (Apron D) looking south along the east bank of
the Lower Cedar River and the trail – Himalayan blackberry, unidentified turf grass, willow,
red maple, and horsetail.
Habitat Data Narrative Report
Aprons A and D Flightline Lighting Upgrade Project
Wood Project #PS21204720 | The Boeing Company | July 28, 2020 Page 4 of 4
Photo 7 Southern end of the project site (Apron D) looking south along the east bank of the Lower
Cedar River and the trail – Himalayan blackberry, Douglas fir, willow, and horsetail.
Appendix C
Lighting Criteria Study
Boeing Apron A and Apron D
Lighting Criteria Study
July 30, 2021
Prepared for: The Boeing Company
Page 2
Flight Line Apron A & D Lighting Study – Boeing Renton
Table of Contents
General – Project Description and Scope of Work ....................................................................................... 2
Applicable Codes ........................................................................................................................................... 2
Existing Conditions ........................................................................................................................................ 3
User Survey ................................................................................................................................................... 3
Recommendations ........................................................................................................................................ 4
Study Findings and Summary ........................................................................................................................ 4
Appendices .................................................................................................................................................... 6
Appendix A. Existing Light Levels ..................................................................................................... 7
Appendix B. Existing Conditions and Recommended Corrective Actions……………………………………..8
Appendix C. Product Cutsheets ..................................................................................................... 11
General – Project Description and Scope of Work
The Sazan Group is performing a lighting study of Boeing Flight Line Aprons A and D in Renton, WA. The
study will examine options to remove and replace the existing High-Pressure Sodium flood lights with
energy efficient LED light fixtures. In addition, the Boeing study criteria will reuse the existing poles,
power, and minimizing the overall number of fixtures, while creating higher light levels. For the study,
we performed a site visit and reviewed existing light levels, layout, fixture types, quantity, and had
feedback from flight line staff regarding the function of the lighting related to the day to day work they
perform. In this report, we have concluded by recommending LED fixtures to fulfill Boeing’s
requirements including higher illumination levels with fewer luminaires. We have also performed the
necessary photometric calculations ensuring that the new layout will meet the recommended lighting
levels, as well as avoiding impact to the shoreline of the Lower Cedar River with light trespass. The
report will include two new light fixture selections and a ROM cost summary.
Soil and Drainage
No new ground disturbance will be involved and no new buildings or facilities are being constructed:
Soil conditions and drainage have not been evaluated. The project will occur on paved, impermeable
surfaces and will not create additional impermeable surface area. No concrete cutting or paving
activities will be performed. No construction activities will occur, and no structures will be placed below
the ordinary high water mark of the lower Cedar River. Project activities are located within 200 feet of
the shoreline of the Lower Cedar River, which in this river segment is an artificial channel and is
constrained between levees and revetments.
Page 3
Flight Line Apron A & D Lighting Study – Boeing Renton
Applicable Codes
Renton City Code refers to King County Title 21A.24.010.G for protecting the public trust as to navigable
waters, aquatic resources, and fish and wildlife and their habitat.
FAA AC150/5300-13 determines areas of concerns for lighting flight line, cargo, and maintenance Aprons
IES RP-37-15 Recommended Practices: Outdoor Lighting for Airport Environments states that a
minimum of 2 FC is necessary for Flight Line Apron. Their recommendations is lower than Boeing’s
lighting request and requirements.
Existing Conditions
Existing Stall Light Level: See Appendix A for site visit photometric readings. Generally, stalls have
illumination within 10-18 footcandles (FC). There are measurements of less than 10 FC mainly along the
inner perimeter of the stalls.
Existing Pole Layout: Typical pole layout for stalls in Apron A is (2) 23’ poles at the front and rear of the
stall and (2) 15’ poles at the middle of the stall. Each pole is between two stalls and houses fixtures for
either stall. The front and middle poles have (2) 400W fixtures and (2) 1000W fixtures per stall, and the
rear poles have (2) 400W fixtures and (3) 1000W fixtures. The typical pole layout for Apron D stalls
match Apron A, minus the middle poles. Apron D stalls are smaller than A Stalls.
Existing Luminaire Layout: Current luminaires for both Apron A & Apron D are 400W and 1000W High
Pressure Sodium fixtures. The fixtures are on aimable mounts that allow for adjustments in rotation and
tilt. Most fixtures are aimed toward the nearest Airplane stall; however, some have been adjusted to
illuminate the site. A single pole at the drive entrance to Apron D is not aimed to illuminate any airline
stall but lights the roadway instead. This pole creates the highest level of light trespass to the pedestrian
park and the Cedar River.
Existing Lighting Controls: Apron D Stall lights are controlled at a single location with a 3 options switch,
On, Off, and Auto. The front and rear poles for the typical Apron A stall are controlled at a single location
and the middle poles have their individual controls. All poles were set to Auto during the two site visits.
Auto turns all luminaires on the pole On at Dusk.
User Survey
During the nighttime site visit we spoke to Wayne, a Boeing Flight line inspector and crew lead for Stall
D6. Wayne noted that the LED upgrade would be beneficial to the work being done, and that higher light
levels would be beneficial to their work. For certain inspection areas, there are task or personal lights
they use, however, they rely on the pole area lighting for most tasks and for general safety. Wayne
mentioned a few specific stalls with lighting issues.
Page 4
Flight Line Apron A & D Lighting Study – Boeing Renton
First, the poles at stalls D3 and D4 have fixtures that flicker on and off, which can be disruptive to work.
Even and consistent illumination is important.
Second, Wayne mentioned Stalls 9-10 have uncomfortable glare when inspecting inside the cockpit.
Field measurements confirm that the luminaires at these stalls were producing a significantly higher
light level, with the brightest point on Stall A-10 at 100 FC. The intensity of the lighting from a couple of
these poles versus the generally uniform lighting of the other stalls produce noticeable glare while
working at the stall or in the surrounding area. These luminaires were also mounted on smaller 15’ poles
unlike the typical 20’+ poles and the luminaires were aimed directly into the pilot’s seat for inspection.
Recommendations
For effective and efficient lighting of Apron A and D stall lighting there are multiple factors we
considered:
For maintaining a low level of light on the Lower Cedar River bank we recommend a LED lamp
color temperature of 3000K and a CRI of over 85. The LED lamp allows the lighting quality to be
a warmer white and still allow for the necessary light quantity and requested footcandles for the
maintenance work to be accomplished.
The replacement fixtures need to have proper optics for aiming and tilting to focus the lighting
in the apron area. The selected fixtures allow for accurate adjustment to evenly illuminate the
area for the crew’s needs while the cut off guards diminish night light pollution.
It is important to have shielding options to manipulate cut off angles and diminish excess spill
light, trespass light, and glare to surrounding areas. Specifically, the cut off shields are needed to
accommodate both Boeing and local community concerns of over lighting the shoreline area
and disturbing wildlife.
The level of maintenance demands an even illumination on both horizontal and vertical surfaces
while minimizing shadows for the work area. The proposed light fixtures fulfill these needs. See
Appendix B. comparative calculations for more exact information. Also see the Existing
conditions and User survey sections for current conditions.
As with any installation an ease of long term maintenance, warranty and control are essential.
Both recommended luminaires have a 5-year warranty and a minimum outdoor rating of IP65.
Footcandle requirement per Boeing is minimum of 10 FC of uniform light, without shadowing,
hot spots, or glare.
The suggested replacement light fixtures satisfy the BUG rating, accomplish the concerns above
which relate directly to IES RP-37-15 Recommended Practices: Outdoor Lighting for Airport
Environments, and both are DLC qualified.
Study Findings and Summary
We studied two separate LED manufacturers that fulfill all our recommended practices. Our proposed
layout reduces the number of LED fixtures per front pole to- 2 lower lumen fixtures per stall or 4-
Page 5
Flight Line Apron A & D Lighting Study – Boeing Renton
fixtures per pole and for rear plane poles 2- lower lumen fixtures and a single higher lumen fixture. Refer
to Appendix B for photometric comparison calculations.
The final page of Appendix B shows Apron A Stalls A-9 and A-10 where the light trespass into the Cedar
river is of most concern. Using LED fixtures with narrow distribution and sharp cutoff allows the pole
lights to be aimable where needed without obtrusive light spillage. Much of the intrusive light to the
Cedar River is due to the current fixture’s lack of proper shielding.
The two fixtures studied were the Meteor “BTS” Series and the Beacon “MA-F” series. Refer to Appendix
C for product cutsheets.
Study Findings and Summary continued
Our recommendation is to replace the existing High-Pressure Sodium fixtures for the Meteor LED Bolt
“BTS” Series floodlight
The Meteor Fixture features a die-cast aluminum housing with a tempered glass lens. It has a nominal
9”X15” LED Light producing board and delivers 38,339 lumens using 280 watts, or 137 lumens per watt.
The tempered glass lens can come in multiple beam distributions and there are multiple options for 3-
sided glare shielding. This fixture is DLC Listed, UL Wet location listed and has an IP68 outdoor rating.
The Beacon Matrix fixture is a die-cast aluminum construction with glass enclosed LED optics. It has two
LED boards and nominal overall dimensions of 25”X30”. This fixture delivers 32,891 lumens using 330
watts, or 97 lumens per watt. Multiple beam distributions and glare reduction shields are available. This
fixture is DLC Listed, UL Wet location listed and has an IP65 outdoor rating. The photometric calculations
for this fixture meet the criteria standards but do not perform as effectively as the Meteor fixture. For
the front poles at stalls in Apron D, 3 fixtures would be required over the 2 fixtures for the Meteor
option.
The advantage of replacing the existing high pressure sodium lighting fixtures with new Meteor high
performance LED lighting fixtures is improved color rendering, reduced glare, and lighting fixture
adjustability. Improved color rendering will enhance worker performance and reduce eye strain and
fatigue. The light fixture shielding is expected to reduce light trespass and glare to adjacent properties
alleviating possible neighbor complaints. The glare to workers will be diminished by cut off shields on
the lighting fixture. The requested illumination levels in the stalls will be maintained while reducing light
trespass on the public shoreline to a minimum footcandle level of 0.0 reducing impact on fish and
wildlife and enhancing habitat. Energy consumption of the new lighting system is expected to be
reduced by over 75%. The improved optics of the new LED lighting fixtures will improve illumination
levels and uniformity compared to the existing high pressure sodium lighting system.
Appendices
Appendix A: Existing Lighting Conditions
8.6
11.6
8.9
10.8
12.4
5.6
2.2 1.4
15.6
7.6
17.2
11.2
8.1
4.3
16.3
15.4
16.110.8
12.014.7
Apron D Stall D6 Light Meter Survey
Calculation taken at 9:30pm on 09/06/18
Clear sky
Units measured in Footcandles (FC)
Appendix B: Proposed Comparative Lighting Calculation
Apron D Stalls D6 & D7
Stall D6 fixtures - Meteor “BTS” Series
Stall D7 fixtures - Beacon “MA-F” Series
Units measured in Footcandles (FC)
Appendix B: Proposed Comparative Lighting Calculation
Apron A Stalls A-3 & A-4
Stall A-3 fixtures - Meteor “BTS” Series
Stall A-4 fixtures - Beacon “MA-F” Series
Units measured in Footcandles (FC)
Appendix B: Proposed Comparative Lighting Calculation
Apron A Stalls A-9 & A-10 Ceder River Light Trespass
Stall A-9 fixtures - Meteor “BTS” Series
Stall A-10 fixtures - Beacon “MA-F” Series
Units measured in Footcandles (FC)
Electrical System
Specification
METEOR LIGHTING P: 213.255.2060 F: 213.596.3704 www.meteor-lighting.com
*METEOR LIGHTING reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately.
2018 V1.1 | Page 1 of 6
Bolt Series - Outdoor/Natatorium
ADVANCED HIGH CEILING
- 15746lm (150W)
30182lm (220W)
38339lm (280W)
60509lm (440W)
75168lm (560W)
- Power Input: Universal (120-277V); HVT (347-480V)
- Operating Temperature: -40°F~104°F
- Surge Protection: 10KV
LED Technology EPA
- 3000K, 4000K, 5000K
- 85 CRI, 75 CRI
- Beam Angle: 15°, 30°, 60° , 80° and 100° (with diffuser)
- Rated Life > 60,000 Hours (L70)
Advanced Dimming
- Standard 0-10V: <10%
METEOR’s proprietary VX Driver combats flickering in recorded materials. Compatible with all dimming options.
Project
Type
Note
Quantity
- BTS-150 / BTS-220 / BTS-280: 1.28 ft2
- BTS-440 / BTS-560: 2.37 ft2
Warranty
Listing
- 5 year limited warranty
- UL Wet Location Listed, IP65 Outdoor Rating
- DLC Listed
- FCC
- CE
Housing
- Dimensions: 8.67” (220mm) x 14.96” (380mm) x 5.79” (147mm)
- Material: Die-Cast Aluminum, Tempered Glass
- Weight: 9.26lbs (BTS-150) / 17.64lbs (BTS-220) / 18.52lbs (BTS-280) /
48.5lbs (BTS-440/560)
Mounting
- Bracket (stainless steel)
IP65
High lumen compact modular luminaire with lumen output 15746 – 75168lm suited
for sporting facilities.
- Outdoor/Natatorium Rating
Special coating, sealant, and wiring is applied for long term operation in harsh
environments.
(Proprietary VX Driver is incorporated to all dimming options for video flicker-free lighting)
DesignLights Consortium™
Qualied Luminaires:
BTS-150-CC7-UNV, BTS-220-CC7-UNV, BTS-280-CC7-UNV, BTS-560-50K
Standard version available, please refer to Standard spec sheet for more details.
How To Specify:
BTS
Bolt Series
Model
150 150W
220 220W
280 280W
440 440W
560 560W
Wattage
BLK Black
WHT White
Finish
UNV 120V-277V
HVT 347-480V
Voltage
15 15º
30 30º
60 60º
80 80º
WD* 100º (with diffuser)
Beam Angle
308 3000K / CRI85
408 4000K / CRI85
507 5000K / CRI75
CCT / CRI
STV Standard 0-10V <10%
Dimming
Ordering Example: BTS-560-507-UNV-STV-15-BLK-BRK-WG
BTS
Specification
METEOR LIGHTING P: 213.255.2060 F: 213.596.3704 www.meteor-lighting.com
*METEOR LIGHTING reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately.
2018 V1.1 | Page 2 of 6
Bolt Series - Outdoor/Natatorium
ADVANCED HIGH CEILING
Accessories Rating
WG
GSB
GSV
DF*
SLP
OUT1
NAT2
Wire Guard
Glare Shield Baffle
Glare Shield Visor
Diffuser
Slipfitter
Outing Rating
Natatorium Rating
Mounting
BRK Bracket
4-5 weeks lead time on over 75% of specifications.
1 Outdoor rating: Coating and wiring will
be changed to high UV resistant and
corrosion resistant materials for long
term operation in outdoor environments.
2 Natatorium rating: Coating and sealant
will be changed to high corrosion
resistant materials to prevent damage from
long term exposure to chlorine vapors.
*Please factor in change in lumen
output with diffuser. (-20% with
100°; -12% with other degrees)
BTS-150-CC7-UNV (Bolt-150W-5000K-UNV)
BTS-560-50K (Bolt-560W-5000K)
(Bolt-220W-5000K-UNV)(Bolt-280W-5000K-UNV)BTS-220-CC7-UNV BTS-280-CC7-UNV
DesignLights Consortium™ Qualified Luminaires:
* Please factor in change in lumen
output with diffuser. (-20% with
100°; -12% with other degrees)
Delivered Lumens*
Specification
METEOR LIGHTING P: 213.255.2060 F: 213.596.3704 www.meteor-lighting.com
*METEOR LIGHTING reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately.
2018 V1.1 | Page 3 of 6
Bolt Series - Outdoor/Natatorium
ADVANCED HIGH CEILING
Current Consumption
120V 277V
150W 1.50A 0.64A
1.01A
1.29A
2.02A
2.58A
2.44A
3.08A
4.88A
6.16A
220W
280W
440W
560W
24354 lm15746 lm 31939 lm 48734 lm
28389 lm17002 lm 35880 lm 56731 lm
30182 lm18051 lm 38339 lm 60509 lm 76486 lm
71888 lm
63766 lm
CCT
3000K
5000K
280W220W150W 440W 560W
4000K
*Tolerance±8%
Beam Angle: 15°
Wattage
Wattage Volt
150W / 220W / 280W
8.7”
18.26”
10.6”
3.9”Ø1.07”Ø7.87”
0.87”
0.4”
3.03”
7.87”
Specification
METEOR LIGHTING P: 213.255.2060 F: 213.596.3704 www.meteor-lighting.com
*METEOR LIGHTING reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately.
2018 V1.1 | Page 4 of 6
Bolt Series - Outdoor/Natatorium
ADVANCED HIGH CEILING
Dimensions
Specification
METEOR LIGHTING P: 213.255.2060 F: 213.596.3704 www.meteor-lighting.com
*METEOR LIGHTING reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately.
2018 V1.1 | Page 5 of 6
Bolt Series - Outdoor/Natatorium
ADVANCED HIGH CEILING
Dimensions
440W / 560W
90º
1.07”
0.41”
30º
30º2.8”
10.78”
9.13”
18.74”
11.41”
9.84”
3.14”
4.72”
17.91”
7.87”
0.55”
Stainless Steel
Specification
METEOR LIGHTING P: 213.255.2060 F: 213.596.3704 www.meteor-lighting.com
*METEOR LIGHTING reserves the right to make changes to this product at any time without prior notice and such modification shall be effective immediately.
2018 V1.1 | Page 6 of 6
Bolt Series - Outdoor/Natatorium
ADVANCED HIGH CEILING
Accessory
Glare Shield Baffle Glare Shield Visor
Wire Guard
Slipfitter
3 ¼”
¼”
4 ½”
½”
4”
∅1
∅3
Tenon slipfitter; fits 2-3/8" to
2-7/8" OD tenon.
5.3”
5.3”5.3”
1’- 5¼”
1’- 4¼”
MATRIX
FLOODLIGHT
CERTIFICATIONS/LISTINGS
PRODUCT IMAGE(S)SPECIFICATIONS
Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928
Due to our continued efforts to improve our products, product specifications are subject to change without notice.
© 2018 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA August 8, 2018 7:43 AM
Cat.#
Approvals
Job Type
DIMENSIONS
29.7
31.20
25.0
25.00 26.25
4.0
13.2
34.5
Model Mount Weight lbs. Weight kgs.EPA, Sq. ft.
Flood Knuckle, 0˚
Knuckle, 30˚
86.0 39.1 1.7
3.8
Intended Use:
The Beacon Matrix luminaire is available in three
configurations with a wide choice of different LED
wattage configurations and optical distributions
designed to replace HID lighting up to 1000W MH
or HPS. Luminaires are suitable for wet locations.
Construction:
• Manufactured with die cast aluminum.
• Coated with a polyester finish that meets
ASTM B117 corrosion test requirements
and ASTM D522 cracking and loss of
adhesion test requirements.
• External hardware is corrosion resistant.
• One piece optical cartridge system consisting
of an LED engine, LED lamps, optics, gasket
and stainless steel bezel.
• Cartridge can be field replaced as a one piece
optical system.
• Silicone gasket ensures a weather-proof seal
around each individual optic.
• Glass enclosed optics enable high angle aiming.
Electrical:
• Luminaire accepts 100V through 277V, 50 Hz
to 60 Hz (UNV), 347V, or 480V input.
• Power factor is ≥ .90 at full load.
• Dimming drivers are standard, but must
contact factory to request wiring leads for
purpose of external dimming controls.
• Component-to-component wiring within the
luminaire may carry no more than 80% of
rated load and is certified by UL for use at
600VAC at 90°C or higher.
• Fixture electrical compartment shall contain all
LED driver components and optional push-button
terminal block for AC power connections.
• Ambient operating temperature -40°C to 40°C
• Surge protection - 20kA. ANSI/IEEE category
C high
Controls/Options:
• Available with an optional passive infrared
(PIR) motion sensor capable of detecting
motion 360° around the luminaire. When
no motion is detected for the specified time,
the motion response system reduces the
wattage to factory preset level, reducing the
light level accordingly. When motion is
detected by the PIR sensor, the luminaire
returns to full wattage and full light output.
Please contact Beacon Products if project
requirements vary from standard configuration.
• Available with Energeni for optional set
dimming, timed dimming with simple delay, or
timed dimming based on time of night (see
www.beaconproducts.com/products/energeni).
• In addition, Matrix can be specified
with SiteSync™ wireless control system
for reduction in energy and maintenance costs
while optimizing light quality 24/7. For more
details, see ordering information or visit:
www.hubbelllighting.com/sitesync
Installation:
• Adjustable knuckle and post top mount
designed to slip fit a 2” tenon that is 2 3/8”
OD by 4” in length.
• Knuckle mount luminaire can adjust in 5˚ increments.
Finish:
• IFS polyester powder-coat electrostatically
applied and thermocured. IFS finish consists of a
five stage pretreatment regimen with a polymer
primer sealer and top coated with a thermoset
super TGIC polyester powder coat finish.
• The finish meets the AAMA 2604
performance specification which includes
passing a 3000 hour salt spray test for
corrosion resistance and resists cracking or
loss of adhesion per ASTM D522 and resists
surface impacts of up to 160 inch-pounds.
Certifications/Ratings:
• DesignLights Consortium (DLC) qualified,
consult DLC website for more details:
http://www.designlights.org/QPL
• Certified to UL 1598, UL 8750, and CSA C22.2 No. 250.0
• 1.5G rated for ANSI C136.31
• IP66 optical assembly
• IDA approved
Warranty:
Five year limited warranty for more information visit:
www.hubbelllighting.com/resources/warranty
IP65
Knuckle
Yoke
5.09
Sensors, photocells and wireless controls
should not be tilted above horizontal.
Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928
Due to our continued efforts to improve our products, product specifications are subject to change without notice.
© 2018 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA AuGuST 8, 2018 7:43 AM
ORDERING INFORMATION ORDERING EXAMPLE: MAF/196L-610/5K7/N/UNV/K/DB
PRECOMMISSIONED SITESYNC ORDERING INFORMATION: When ordering a fixture with the SiteSync lighting
control option, additional information will be required to complete the order. The SiteSync Commissioning Form
or alternate schedule information must be completed. This form includes Project location, Group information, and
Operating schedules. For more detailed information please visit www.hubbell-automation.com/products/sitesync/ or
contact Hubbell Lighting tech support at (800) 345-4928.
SiteSync fixtures with Motion control (SWPM) require the mounting height of the fixture for selection of the lens.
Examples: MAF/196L-610/5K7/N/UNV/K/DB/SWP SiteSync only
MAF/196L-610/5K7/N/UNV/K/DB/SWPM/40F SiteSync with Motion Control
MA/F
SERIES
MA/F Matrix
ENGINE
104L-265 265W, 30,000 lm
104L-300 300W, 33,000 lm
104L-330 330W, 35,000 lm
148L-380 380W, 42,000 lm
148L-425 425W, 46,000 lm
148L-470 470W, 50,000 lm
192L-490 490W, 55,000 lm
192L-550 550W, 60,000 lm
192L-610 610W, 65,000 lm
VOLTAGE
UNV 120-
277V
347 347V
480 480V
CCT/CRI6
5K7 5000K, 70 CRI
4K7 4000K, 70 CRI
3K7 3000K, 70 CRI DISTRIBUTION
N 2x2 Flood
M 4x4 Flood
W 6x6 Flood
TC6 Tennis Court
4W6 Type 4 Wide
5QN6 Type 5 Square Narrow
COLOR
DB Dark Bronze
Textured
BL Black
Textured
WH White
Textured
PS Plat. Silver
Smooth
GYS Light Gray
Smooth
GT Graphite
Textured
TT Titanium
Textured
CC Custom
Color
MOUNTING
K Knuckle (5o adjustable fitter)
Y Yoke
ASQ Arm Square
A2 Arm mount for 2.4”-3.0” OD round Pole
A3 Arm mount for 3.1”-4.0” OD round Pole
A4 Arm mount for 4.1”-5.0” OD round Pole
A5 Arm mount for 5.1”-6.0” OD round Pole
Accessories and Services (Ordered Separately)
1 Not available with other sensor or wireless control options.
2 Specify routine setting code (example GENI-04). See ENERGENI brochure and instructions for
setting table options.
3 Photocell included with sensor, additional photocontrol not recommended.
4 Order at least one SCPREMOTE per project location to program and control the occupancy sensor.
5 Specify group and zone at time of order. See www.hubbell-automation.com/products/sitesync/ for more
details. Order at least one SiteSync interface Accessory SWUSB or SWTAB. Each option
contains SiteSync License, GUI, and Bridge Node.
6 Does not include glass lens. Limit to 30o tilt
7 Shorting cap, phot control, or wireless control provided by others
CONTROL OPTIONS
7PR7 7-PIN Receptacle only
7PR-TL 7-PIN Receptacle w/ Twist
Lock photo control
7PR-SC 7-PIN Receptacle w/
Shorting Cap
2PF 2 power feed with 2 drivers
GENI1,2 Energeni
PC1 Button Photocell
SCP/40F1,3,4 Programmable Line Voltage sensor
SWP1,5 SiteSync Pre-Commission
SWPM/40F1,5 SiteSync Pre-Commission w/Sensor
OPTIONS
FL Louver
SF120 120V Fuse
SF277 277V Fuse
SF347 347V Fuse
DF208 208V Fuse
DF240 240V Fuse
DF480 480V Fuse
Control Accessories
SWUSB*SiteSync interface software loaded on USB flash drive for
use with owner supplied PC (Windows based only). Includes
SiteSync license, software and USB radio bridge node.
SWTAB*Windows tablet and SiteSync interface software. Includes
tablet with preloaded software, SiteSync license and USB
radio bridge node
SWBRG+SiteSync USB radio bridge node only. Order if a replace-
ment is required or if an extra bridge node is requested.
SCPREMOTE Order at least one per project location to program and control
SW7PR+SiteSync 7 Pin on fixture module On/Off/Dim, Daylight
Sensor 120-480VACAccessories
MAF-FL Louver (Set of two)
MAF-FV-XX Visor (Set of two)
MAF-FVY-XX Yoke Visor (Set of two)
* When ordering SiteSync at least one of these two interface options must be ordered per project.
+ Available as a SiteSync retrofit solution for fixtures with an existing 7pin receptacle.
Accessories and Services (Ordered Separately)
Catalog Number Description HCS System
NXOFM-1R1D-UNV On-fixture Module (7-pin), On / Off /
Dim, Daylight Sensor with HubbNET Ra-
dio and Bluetooth® Radio, 120-480VAC
NX Distributed
Intelligence™
WIR-RME-L On-fixture Module (7-pin or 5-pin),
On / Off / Dim, Daylight Sensor with
wiSCAPE Radio, 110-480VAC
wiSCAPE®
Lighting Control
For additional information related to these accessories please visit www.hubbellcontrolsolutions.com.
Options provided for use with integrated sensor, please view specification sheet ordering information
table for details.
Hubbell Control Solutions - Accessories (sold separately)
SiteSync 7-Pin Module
• SiteSync features in a new form
• Available as an accessory for new construction or retrofit
applications (with existing 7-Pin receptacle)
• Does no interface with occupancy sensors
SW7PR
MAF-FL MAF-FV-XX MAF-FVY-XX
Replace XX with finish
25.05 25.05
7.50
3.00
7.50
3.00
25.00
6.38
.43
25.05 25.05
7.50
3.00
7.50
3.00
25.00
6.38
.43
25.05 25.05
7.50
3.00
7.50
3.00
25.00
6.38
.43
Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928
Due to our continued efforts to improve our products, product specifications are subject to change without notice.
© 2018 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA AuGuST 8, 2018 7:43 AM
PERFORMANCE DATA – FLOOD
PERFORMANCE DATA – TENNIS COURT
1Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end-user environment and application.
1Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end-user environment and application.
5K7
(5000K nominal, 70 CRI)
4K7
(4000K nominal, 70 CRI)3K7(3000K nominal, 70 CRI)
System Watts
120-277V
DISTRIBUTION
TYPE LUMENS LPW1
MAX BEAM
CANDLEPOWER LUMENS LPW1
MAX BEAM
CANDLEPOWER LUMENS LPW1
MAX BEAM
CANDLEPOWER
265
N 30726 116 317935 29660 112 306902 28318 107 293020
M 28834 108 88608 27834 104 85534 26575 99 81664
W 29370 109 22723 28351 106 21935 27069 101 20942
300
N 33617 113 347849 32450 109 335778 30983 104 320590
M 31547 105 96946 30453 101 30453 29075 97 89348
W 32134 106 24861 31019 103 23999 29616 98 22913
330
N 36308 109 375698 35048 105 362661 33463 100 346256
M 34073 101 104707 32891 97 101073 31403 93 96501
W 34706 102 26852 33502 99 25920 31986 94 24747
380
N 43726 116 452447 42208 112 436746 39919 106 413059
M 41034 108 126097 39610 104 121721 37461 98 115120
W 41796 109 32337 40346 106 31215 38158 100 29522
425
N 47840 113 495017 46179 109 477838 43675 103 451923
M 44894 105 137961 43336 101 133174 40986 95 125951
W 45729 106 35380 44142 102 34152 41748 97 32300
470
N 51670 109 534648 49877 105 516094 47172 99 488104
M 48488 101 149006 46806 97 143835 44267 92 136035
W 49390 102 38212 47676 99 36886 45090 93 34886
490
N 56725 116 586958 54757 112 566589 51787 106 535861
M 53233 108 163585 51385 104 157908 48599 98 149344
W 54222 109 41951 52340 106 40495 49502 100 38299
550
N 62062 113 642184 59909 109 619899 56659 103 586279
M 58241 105 178977 56220 101 172766 53171 95 163396
W 59324 106 45898 57265 102 44305 54159 97 41903
610
N 67031 109 693597 64705 105 669528 61196 99 633216
M 62904 101 193306 60721 97 186598 57428 92 176478
W 64073 102 49573 61850 99 47853 58495 93 45257
5K
(5000K nominal, 70 CRI)
4K
(4000K nominal, 70 CRI)
3K
(3000K nominal, 70 CRI)
# LED’S
DRIVE
CURRENT
(MILLIAMPS)
SYSTEM
WATTS
DISTRIBUTION
TYPE LUMENS LPW1 B U G LUMENS LPW1 B U G LUMENS LPW1 B U G
104 800 265
TC
32936 122 3 0 3 31793 118 2 0 3 30069 112 2 0 3
104 900 300 36034 119 3 0 3 34783 115 3 0 3 32897 109 3 0 3
104 1000 330 38919 114 3 0 3 37568 110 3 0 3 35531 104 3 0 3
148 800 380 46869 122 3 0 4 45243 118 3 0 4 42789 112 3 0 4
148 900 425 51279 119 3 0 4 49499 115 3 0 4 46815 108 3 0 4
148 1000 470 55385 114 3 0 4 53463 110 3 0 4 50564 104 3 0 4
192 800 490 60804 122 3 0 4 58694 118 3 0 4 55511 112 3 0 4
192 900 550 66525 119 3 0 5 64217 114 3 0 4 60734 108 3 0 4
192 1000 610 71851 115 3 0 5 69358 111 3 0 5 65596 105 3 0 4
Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928
Due to our continued efforts to improve our products, product specifications are subject to change without notice.
© 2018 BEACON PRODUCTS, All Rights Reserved • For more information visit our website: www.beaconproducts.com • Printed in USA AuGuST 8, 2018 7:43 AM
PROJECTED LUMEN MAINTENANCE
AMBIENT
TEMP.0 25,000 50,000
1TM-21-11
60,000 100,000
Calculated L70
(HOURS)
25°C / 77°F 1 0.95 0.90 0.89 0.80 >150,000
40°C / 104°F 0.99 0.93 0.88 0.86 0.78 >145,000
1 Projected per IESNA TM-21-11
Data references the extrapolated performance projections for the base model in a 25°C ambient, based on 10,000
hours of LED testing per IESNA LM-80-08.
ELECTRICAL DATA
AMBIENT TEMPERATURE LUMEN MULTIPLIER
0°C 32°F 1.05
10°C 50°F 1.02
20°C 68°F 1.01
25°C 77°F 1.00
30°C 86°F 0.99
40°C 104°F 0.98
50°C 122°F 0.96
Use these factors to determine relative lumen output for average ambient
temperatures from 0-40°C (32-104°F).
# OF LEDS
NUMBER
OF
DRIVERS
DRIVE
CURRENT
(mA)
INPUT VOLTAGE
(V)
SYSTEM POWER
(W)
CURRENT
(Amps)
192
2 1000
120
628
5.2
208 3.0
240 2.6
277 2.3
347 1.8
480 1.3
2 900
120
561
4.7
208 2.7
240 2.3
277 2.0
347 1.6
480 1.2
2 800
120
493
4.1
208 2.4
240 2.1
277 1.8
347 1.4
480 1.0
148
2 1000
120
484
4.0
208 2.3
240 2.0
277 1.7
347 1.4
480 1.0
2 900
120
432
3.6
208 2.1
240 1.8
277 1.6
347 1.2
480 0.9
2 800
120
380
3.2
208 1.8
240 1.6
277 1.4
347 1.1
480 0.8
104
1 1000
120
336
2.8
208 1.6
240 1.4
277 1.2
347 1.0
480 0.7
1 900
120
300
2.5
208 1.4
240 1.3
277 1.1
347 0.9
480 0.6
1 800
120
264
2.2
208 1.3
240 1.1
277 1.0
347 0.8
480 0.6