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HomeMy WebLinkAboutRS_Critical_Area_Report_250729_v1PAGE | 0 PREPARED FOR: Greenberg Farrow PREPARED BY: Wet.land, LLC 206-309-8100 Wet.land Critical Areas Report 4225 NE 4th Street (Parcel 937400-0400) Renton, Washington 29 July 2025 PAGE | i CONTENTS 1. REPORT PURPOSE ...................................................................................................................... 1 1.1 Project Name and Purpose ------------------------------------------------------------------------------------------------------ 1 1.2 Property Owner --------------------------------------------------------------------------------------------------------------------- 1 1.3 Report Purpose --------------------------------------------------------------------------------------------------------------------- 1 1.4 Preparer Qualifications ----------------------------------------------------------------------------------------------------------- 1 2. PROJECT SITE ............................................................................................................................. 2 2.1 Project Location -------------------------------------------------------------------------------------------------------------------- 2 2.2 Project Site Description ----------------------------------------------------------------------------------------------------------- 2 2.3 Project History ---------------------------------------------------------------------------------------------------------------------- 2 3. EXISTING SITE CONDITIONS ................................................................................................. 3 3.1 Methodology------------------------------------------------------------------------------------------------------------------------- 3 3.2 Database Review Summary------------------------------------------------------------------------------------------------------ 3 3.3 Field Investigation Results ------------------------------------------------------------------------------------------------------- 4 3.3.1 Wetlands ................................................................................................................................................... 5 3.3.2 Streams ..................................................................................................................................................... 5 3.3.3 Native Vegetation ..................................................................................................................................... 5 3.4 Wildlife -------------------------------------------------------------------------------------------------------------------------------- 5 3.4.1 General Wildlife Usage ............................................................................................................................. 5 3.4.2 Federally Listed Species ........................................................................................................................... 5 3.4.3 State Listed Species ................................................................................................................................. 5 3.4.4 Local Species ............................................................................................................................................ 5 4. REGULATORY REVIEW ............................................................................................................ 6 4.1 Federal Regulations --------------------------------------------------------------------------------------------------------------- 6 4.2 State Regulations ------------------------------------------------------------------------------------------------------------------ 6 4.2.1 Washington State Department of Ecology (ECY) ..................................................................................... 6 4.2.2 Washington State Department of Fish and Wildlife (WDFW) .................................................................. 6 4.3 Local Regulations ------------------------------------------------------------------------------------------------------------------ 6 4.3.1 Shoreline Jurisdiction .............................................................................................................................. 6 4.3.2 Non-Shoreline Jurisdiction ...................................................................................................................... 6 4.3.3 Geologic Hazard Areas ............................................................................................................................. 7 4.3.4 Flood Hazard Area .................................................................................................................................... 7 5. PROPOSED PROJECT ............................................................................................................... 8 5.1 Proposed Project ------------------------------------------------------------------------------------------------------------------- 8 5.2 Site Development Alternatives ------------------------------------------------------------------------------------------------- 8 5.3 Critical Area Assessment --------------------------------------------------------------------------------------------------------- 8 6. SUMMARY ..................................................................................................................................... 9 7. REFERENCES............................................................................................................................. 10 PAGE | ii TABLE OF TABLES Table 1. Summary of Background Review of Publicly Available Databases (all accessed on 28 July 2025). ............. 4 APPENDICES Appendix A: Jennifer Marriott, PWS – Resume Appendix B: Figures 1. Vicinity Map 2. Existing Conditions Map 3. Site Plan Appendix C: Agency Database Results Appendix D: Photodocument Appendix E: Wetland Rating Form Appendix F: Approved Mitigation Planset, 2014 PAGE | iii DISCLAIMER This consulting report has been prepared by Wet.land, LLC based on our best professional judgment. Any delineations, wetland ratings, stream typings, or general characterizations were completed in accordance with the applicable regulations at the time field work was completed. Where information was provided by Others and not collected directly by Wet.land, LLC, such is stated within the report. Conclusions presented within this report are based on the information available at the time of report preparation, and are accurate and true to the best of our knowledge. The opinions and conclusions contained within this report are a reflection of our interpretation of applicable regulations and are not final until concurrence is provided by the appropriate agencies. REPORT PURPOSE PAGE 1 1. Report Purpose 1.1 Project Name and Purpose The Project (Parcel 937400-0400) is a 0.23-acre parcel located in Renton. One (1) wetland was observed off-site to the west. Steep slopes are located on-site. 1.2 Property Owner The Applicant for this Project is Valvoline Instant Oil Change. The Agent for this Project is Greenberg Farrow, represented by LeAmber Yisrael: Email: lyisrael@greenbergfarrow.com Phone: 470-681-4359 1.3 Report Purpose This parcel is located within the City of Renton. This report has been prepared in accordance with the requirements of Renton Municipal Code (RMC) Chapter 3 Environmental Regulations and Overlay Districts to document the existing conditions of this property and the proposed Project relative to critical areas. This report has also been prepared in light of applicable State and Federal regulations. 1.4 Preparer Qualifications Field investigations and reporting were completed by Jennifer Marriott, PWS (Appendix A). Jennifer Marriott has a Bachelor’s Degree and a Master’s Degree in Biology from University of Central Florida, and a second Master’s Degree in Soil and Environmental Science from the University of Florida. She has over 20 years of experience in wetland delineations and environmental permitting. PROJECT SITE PAGE 2 2. Project Site 2.1 Project Location The Property is a 0.73-acre parcel located at 4225 NE 4th Street in Renton, Washington (Figure 1, Appendix B). The Public Land Survey System location is the NW ¼ of Section 15, Township 23 North, Range 5 East, Willamette Meridian (W.M.). The latitude/longitude for the center of the Site is 47.4882, -122.1621. 2.2 Project Site Description The Site is developed with a paved parking lot with perimeter landscaping. This property was developed with the parking area concurrently with the Whitman Court townhomes to the south. Access to this property is through existing entry points in the northwest and southeast corners of the parcel. This property is surrounded by roads to the north (NE 4th Street) and east (Whitman Court NE), townhomes to the south, and a critical areas tract to the west. No native vegetation occurs on the parcel. A short segment of an existing pedestrian trail is located onsite that extends south from NE 4th Street and wraps around the perimeter of the townhomes. More detail on the existing conditions of these parcels is provided below in Chapter 3 and in Table 2. 2.3 Project History This parcel was part of the Whitman Court PUD that was approved in 2014 (LUA14-000295) that included this outparcel as well as the area that became the existing townhomes to the south. The total project area also included the critical areas west of the Site that were bound into a critical areas tract at that time with mitigation actions completed. Critical area fencing was installed at the upper limits of the buffers at that time. EXISTING SITE CONDITIONS PAGE 3 3. Existing Site Conditions In-depth analysis of existing conditions within the Project Site is described below. 3.1 Methodology Prior to field investigations of the Site, a thorough review of existing publicly available databases was completed to determine what has been previously mapped over the Site. These findings are outlined in Section 3.2 below. During field investigations, the routine approach described in the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (U.S. Army Corps of Engineers, 2010) was used as a baseline for evaluating the Site for the presence of wetlands. This supplement is in addition to the 1987 Corps of Engineers Wetlands Delineation Manual, which serves as the baseline on which the regional supplements build. Wetlands were rated using the Washington State Wetland Rating System for Western Washington (Hruby 2014). The presence of streams onsite was determined using the methodology described in Determining the Ordinary High Water Mark on Streams in Washington State (Olson and Stockdale, 2010). 3.2 Database Review Summary An in-depth review of Agency database results for this Project Site follows in Table 1, below. Databases were reviewed for features on the site and within 200 feet of the site (the Study Area). Copies of database results are provided in Appendix C. A Photodocument of existing site conditions is provided as Appendix D. Databases referenced include: • Natural Resource Conservation Service (NRCS), Websoils Survey (NRCS) • US Fish and Wildlife (USFWS), Wetlands Online Mapper (National Wetlands Inventory, NWI) (USFWS) • Washington State Department of Ecology (ECY) Water Quality Atlas • Washington State Department of Fish and Wildlife (WDFW) Priority Species and Habitats • Washington State Department of Natural Resources (WDNR) Forest Practices Application Mapping Tool (FPAMT) • Statewide Integrated Fish Distribution (SWIFD) Web Map • Fish Passage Culverts Map • Google Earth • Historic Aerials, www.historicaerials.com • King County iMap • City of Renton GIS EXISTING SITE CONDITIONS PAGE 4 Table 1. Summary of Background Review of Publicly Available Databases (all accessed on 28 July 2025). Database Agency (Database Manager) Data Checked Township, Range, Section Map WSDOT NW ¼ of Section 15, Township 23 North, Range 5 East, W.M. Watershed Boundaries ArcGIS HUC 8 (12) – 17110012(0107) WRIA 8, Cedar-Sammamish Watershed: Madsen Creek-Cedar River Drainage Basin – Maplewood Creek NRCS Websoils NRCS AgC, Alderwood gravelly sandy loam, 8-15% slopes National Wetlands Inventory USFWS None mapped onsite. Adjacent to Site: PFO1C, palustrine forested, broad-leaved deciduous, seasonally flooded R4SBC, Riverine, Intermittent, Streambed, seasonally flooded Map Service Center FEMA No mapped floodplain Washington State Water Quality Atlas ECY The nearest impaired water is 1.1 miles south, lower in the Maplewood Creek system. Priority Habitats and Species (PHS) WDFW Wetlands mapped within Study Area. Forest Practices Application Mapping Tool WDNR No features mapped within Study Area. Statewide Integrated Fish Distribution (SWIFD) Web Map NWIFC No features mapped within Study Area. Salmonids documented as using the lower reach of Maplewood Creek, more than a mile downstream of Site. Washington State Fish Passage WDFW No culverts mapped within Study Area. Culvert #992814 is mapped further downstream and is documented as a full block of fish use. King County iMap King County No critical areas are mapped in the Study Area. COR Maps City of Renton The stream system west of the Site is mapped by the City of Renton. 3.3 Field Investigation Results The Site was evaluated for critical areas on 25 July 2025. A summary of these findings is provided below. No datasheets are provided as the Site is almost entirely paved. No wetland or stream conditions occur onsite. A discussion of the critical areas within the Study Area are included below. EXISTING SITE CONDITIONS PAGE 5 3.3.1 Wetlands One wetland (Wetland A) was observed off-site to the west. This wetland was previously delineated around 2014. Conditions are anticipated to be similar, but since this wetland occurs offsite given the current parcel configuration, the previous work was used to provide estimated boundaries for the wetland and stream within the adjacent Whitman Court critical area tract. This wetland was not planted as part of the Whitman Court PUD project. In its current condition, the wetland is forested and appears to occur in association with the adjacent stream. A comparison of aerially imagery (King County iMap) was used to see how wetland vegetation coverage has changed over the years, and the tree cover is fairly similar between 2012 to present except where mitigation plantings occurred previously within the buffers. The wetland rated as a Category III wetland with a habitat score of 6 based on the current wetland rating system. While this wetland previously rated as a Category II wetland, the rating system has undergone substantial changes since the previous work was completed. 3.3.2 Streams No streams were observed onsite. A stream – either the upper limits of Maplewood Creek or a tributary to Maplewood Creek – is located through the critical areas tract west of the Site. This stream was observable from NE 4th Street, but not from elsewhere onsite. This stream receives large amounts of surface runoff from the neighborhoods north of the Site, as well as several other wetland areas that are routed through the stormwater infrastructure to this riparian area. 3.3.3 Native Vegetation The Project Site lacks any native vegetation except for the native species that were planted as part of the perimeter landscaping. 3.4 Wildlife General observations on expected and observed wildlife usage is below. 3.4.1 General Wildlife Usage Common urban wildlife such as small to medium mammals and birds may use the Site but offsite connectivity is poor and onsite vegetation is lacking. 3.4.2 Federally Listed Species No federally listed species were observed or are expected to occur onsite. 3.4.3 State Listed Species No state listed species or priority habitats were observed onsite. 3.4.4 Local Species Common urban wildlife are expected to use the Site. City of Renton does not have a list of local species of importance, but does identify critical habitats, none of which occur onsite. REGULATORY REVIEW PAGE 6 4. Regulatory Review The Site falls under the jurisdiction of City of Renton, State of Washington, and the US Army Corps of Engineers. A summary of the relevant regulations follows. 4.1 Federal Regulations Waters of the US, including the wetlands and watercourses, occur on or adjacent to the Site and may be subject to applicable Federal regulations. Wetland and stream (watercourse) impacts are regulated at the Federal level by Sections 404 and 401 of the Clean Water Act. The US Army Corps of Engineers (USACE) is responsible for administering compliance with Section 404 via the issuance of Nationwide or Individual Permits for any fill or dredging activities within wetlands under Corps jurisdiction. If no actions are proposed that would directly impact a wetland or stream, then no coordination with the USACE is necessary for Section 404 compliance. The off-site wetland would be jurisdictional to the USACE. However, if no impacts to the wetland are proposed in conjunction with a proposed project, then no USACE permitting would be required. 4.2 State Regulations The wetland and stream off-site is subject to applicable State regulations. However, County regulations retaining to wetlands are based on state guidelines and will dictate critical areas protections. 4.2.1 Washington State Department of Ecology (ECY) Any project that is subject to Section 404 permitting is also required to comply with Section 401 Water Quality Certification, which is administered by the Washington State Department of Ecology (ECY). If no actions are proposed that would directly impact a wetland or stream, then no coordination with the USACE is necessary for Section 404 compliance, which would also include Section 401 compliance. 4.2.2 Washington State Department of Fish and Wildlife (WDFW) No features are located on the property that would fall under WDFW jurisdiction. 4.3 Local Regulations The Site falls within the City of Renton and is subject to the regulations of the Renton Municipal Code (RMC). 4.3.1 Shoreline Jurisdiction The Site does not occur within Shoreline jurisdiction. 4.3.2 Non-Shoreline Jurisdiction Critical areas on the Site are subject to the regulations of Renton Municipal Code Chapter 4-3-050 – Critical Areas Regulations. REGULATORY REVIEW PAGE 7 Wetlands Wetland A was rated as Category III wetlands with a Habitat Score of 6. Standard buffers for Category III wetlands with a Habitat Score of 6 are 100 feet for a moderate to high impact adjacent land use. An additional 15-foot building setback line is required. The previous Project applied buffers from that time and placed critical fencing and signed around the upper limits of the 2014 buffers. Buffers based on the current code are wider than previously, but the critical areas including their buffers are already contained within a separate tract. All of the onsite buffer is paved with nonnative vegetation present onsite. Wetland buffers may be modified through either buffer reduction with enhancement or buffer averaging, per RMC 4-3-050I.3. However, neither option is functional on this Site. Footnote 6 of the buffer table provided in RMC 4-3- 050G.2 allows for consideration of developed buffers: Areas that are functionally and effectively disconnected from the wetland by a permanent road or other substantially developed surface of sufficient width and with use characteristics such that buffer functions are not provided shall not be counted toward the minimum buffer unless these areas can be feasibly removed, relocated or restored to provide buffer functions. The new buffer based on an application of the current code is significantly wider (roughly three times wider than the 2014 wetland buffer) and heavily encumbers a Site that was already permitted for development based on the current extent of asphalt. Despite the width of buffer required by the current code, the 2014 buffer widths should apply for this project as the Site was permitted for development with a full use of this parcel, was partially constructed with all pavement added as well as perimeter plantings, the critical fence was installed at the time of construction after receipt of permits in 2014/2015, and the critical areas in question were bound into their own tract for long-term preservation. Streams No streams occur onsite. The adjacent stream is of unknown condition. This stream was documented as an intermittent stream. WDFW lists a culvert (#922814) downstream of this location as a full blockage that does not allow fish upstream of that culvert. Portions of the stream visible from the road are wider than two (2) feet just downstream of the culvert, but this condition appears artificial and likely not representative of natural reaches of this stream. Based on the WDFW culvert map documenting no fish use, this stream has been considered a non-fish- bearing (seasonal) stream requiring a 50-foot buffer. Regardless of the current buffer width, the stream buffer from 2014 has already been bound by a critical areas fence and placed into a separate tract with this parcel permitted at the time for full development. Building/Structure Setback Critical area buffers require a 15-foot building setback line to prevent encroachment into the critical areas following construction. Sidewalks, drive aisles, stormwater and landscaping can be collocated into these structure setbacks. 4.3.3 Geologic Hazard Areas No analysis of the geologic hazard areas is provided within this report. 4.3.4 Flood Hazard Area No 100-year floodplains are mapped offsite to the west. PROPOSED PROJECT PAGE 8 5. Proposed Project 5.1 Proposed Project The Applicant proposes to redevelop the Site with a commercial building to support a new Valvoline Instant Oil Change facility. The Project proposes to retain the same ingress/egress locations onto both NE 4th Street and Whitman Court NE. The required limits of construction for this Project will be less than what is currently existing pavement on the Site. The Project will meet the necessary stormwater requirements for the City of Renton with the discharge to occur west towards the riparian corridor. The Site was designed in 2014 to collect parking lot runoff and route the runoff from this Site south to the existing stormwater pond that then discharges into this stream downstream of this Site. This Site was previously developed as an outparcel to the Whitman Court townhomes and was previously designed with a central commercial building surrounded by drive aisles and parking. The permitted drive aisles and paved parking exist still today, though there is no building currently on this parcel. 5.2 Site Development Alternatives The existing property is already completely developed with paved drive aisles and parking. There are no alternatives that would be less impactful for this previously permitted property. Additionally this Site was already permitted for a commercial use that was partially constructed so this Project is no substantial change from what was previously permitted. 5.3 Critical Area Assessment The Project currently proposes to pull the curb in a small amount based on the specific needs of this Project for parking and drive aisles. However, space is still required to accommodate the necessary utilities onsite until final site design verifies the necessary infrastructure and area required. The Project will not expand beyond the current limits of pavement already permitted and built on-site. SUMMARY PAGE 9 6. Summary The subject property is a 0.73-acre parcel located in Renton. The property was previously permitted as a commercial outparcel, of which the parking lots and drive aisles are constructed. Critical areas are located adjacent to the Site but are contained within a separate tract with critical area fencing installed at the outer limits. The Project would not extend its footprint beyond the existing pavement, and thus will not trigger any impacts to critical areas beyond what was already approved and permitted in 2014. REFERENCES PAGE 10 7. References 1. Anderson, P. S., Meyer, S., Olsen, P., & Stockdale, E. (2016). Determining the Ordinary High Water Mark for Shoreline Management Act Compliance in Washington State. Lacey, WA: Washington Department of Ecology, Shorelines & Environmental Assistance Program. 2. Cowardin, L. M., Carter, V., Golet, F. C., & LaRoe, E. T. (1979). Classification of Wetlands and Deepwater Habitats of the United States. Washington, DC: U.S. Department of the Interior, Fish and Wildlife Service. 3. Environmental Laboratory. (1987). "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87- 1, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS. 4. Hruby, T. (2014). Washington State Wetland Rating System for Western Washington: 2014 Update (Publication #14-06-029). Olympia, WA: Washington Department of Ecology. 5. Renton Municipal Code 4-3-050 Critical Areas (accessed 28 July 2025). 6. U.S. Army Corps of Engineers. (2018). National Wetland Plant List, version 3.4. https://wetland- plants.usace.army.mil/ , U.S. Army Corps of Engineers, Engineer Research and Development Center, Cold Regions Research and Engineering Laboratory, Hanover, NH. 7. U.S. Army Corps of Engineers. (2010, May). Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region (Version 2.0). U. S. Army Corps of Engineers. Vicksburg, MS: U.S. Army Engineer Research and Development Center. APPENDIX A APPENDIX A Jennifer Marriott, PWS – Resume Jennifer M. Marriott, PWS 8201 164th Avenue Northeast, Suite 200, PMB 141, Redmond, WA 98052 jen@wet.land Work: 206-309-8100 | Cell: 813-846-1684 QUALIFICATIONS Master of Science, Soil Science, University of Florida, Gainesville, FL, 2010 Master of Science, Biology (Ecology), University of Central Florida, Orlando, FL, 2003 Bachelor of Science, Biology, University of Central Florida, Orlando, FL, 2001 Professional Wetland Scientist (No. 1891) FOCUS AND EXPERTISE Project Management Project Summaries and Rapid Environmental Due Diligence Reports Wetland and Stream Delineations/Habitat Evaluation Wetland (Critical Areas) Permitting Mitigation Planning Wetland Functional Assessment Hydric Soil Determinations Training and mentoring of Junior staff. EXPERIENCE Senior Ecologist/Owner; Wet.land, LLC; March 2020 - Present Senior Ecologist/Project Manager; Talasaea Consultants, Inc.; June 2015 – March 2020 Senior Project Scientist; BL Companies, Inc.; July 2012 – July 2014 Environmental Scientist 3; RETTEW Associates, Inc.; March 2011 – February 2012 Ecologist; Cardno-ENTRIX, Inc. (formerly known as ENTRIX, Inc., fka Biological Research Associates); July 2003 – March 2011 SKILLS, TRAINING & PROFESSIONAL MEMBERSHIPS Washington (Coastal Training Program Workshops) o Revised Washington State Wetland Rating System, 2014 (April 2015) o Using the Credit-Debit Method for Estimating Mitigation Needs (October 2015) o Using Field Indicators for Hydric Soils (November 2015) o Grass, Sedge, and Rush Identification for Western WA Puget Lowland Habitats (March 2016) o How to Determine the Ordinary High Water Mark (September 2016) Other Technical Training o Soil Workshop, PAPSS, 2011 o Hydric Soils Workshops, 2004, 2008, 2009 o FAESS Florida State Certification Short Course, March 12-13, 2009 APPENDIX B APPENDIX B Figures 1. Vicinity Map 2. Existing Conditions Map 3. Proposed Impact Map APPENDIX C APPENDIX C Agency Database Results APPENDIX C Agency Database Websites Database Agency (Database Manager) Website Township, Range, Section Map WSDOT https://www.arcgis.com/home/webmap/viewer. html?useExisting=1&layers=97a5ae98d8d0445 8860f64e201d155c4 Watershed Boundaries ECY https://www.arcgis.com/home/webmap/viewer. html?url=https%3A%2F%2Fhydro.nationalm ap.gov%2Farcgis%2Frest%2Fservices%2Fwb d%2FMapServer&source=sd Websoils NRCS https://websoilsurvey.sc.egov.usda.gov/App/W ebSoilSurvey.aspx National Wetlands Inventory USFWS https://www.fws.gov/wetlands/data/Mapper.ht ml Map Service Center FEMA https://msc.fema.gov/portal/home Washington State Water Quality Atlas ECY https://apps.ecology.wa.gov/waterqualityatlas/ wqa/map Priority Habitats and Species (PHS) WDFW https://geodataservices.wdfw.wa.gov/hp/phs/ Forest Practices Application Mapping Tool WDNR https://fpamt.dnr.wa.gov/default.aspx Statewide Integrated Fish Distribution (SWIFD) Web Map NWIFC https://geo.nwifc.org/swifd/ Washington State Fish Passage WDFW https://geodataservices.wdfw.wa.gov/hp/fishpa ssage/index.html King County iMap King County https://gismaps.kingcounty.gov/imap/ COR Maps City of Renton https://maps.rentonwa.gov/Html5viewer/Index.html? viewer=cormaps VIOC Renton U.S. Fish and Wildlife Service, National Standards and Support Team,wetlands_team@fws.gov Wetlands Estuarine and Marine Deepwater Estuarine and Marine Wetland Freshwater Emergent Wetland Freshwater Forested/Shrub Wetland Freshwater Pond Lake Other Riverine July 29, 2025 0 0.085 0.170.0425 mi 0 0.1 0.20.05 km 1:5,137 This page was produced by the NWI mapper National Wetlands Inventory (NWI) This map is for general reference only. The US Fish and Wildlife Service is not responsible for the accuracy or currentness of the base data shown on this map. All wetlands related data should be used in accordance with the layer metadata found on the Wetlands Mapper web site. Hydric Rating by Map Unit—King County Area, Washington (VIOC Renton) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/29/2025 Page 1 of 5 52 5 9 7 1 0 52 5 9 7 2 0 52 5 9 7 3 0 52 5 9 7 4 0 52 5 9 7 5 0 52 5 9 7 6 0 52 5 9 7 7 0 52 5 9 7 8 0 52 5 9 7 9 0 52 5 9 8 0 0 52 5 9 7 1 0 52 5 9 7 2 0 52 5 9 7 3 0 52 5 9 7 4 0 52 5 9 7 5 0 52 5 9 7 6 0 52 5 9 7 7 0 52 5 9 7 8 0 52 5 9 7 9 0 52 5 9 8 0 0 563050 563060 563070 563080 563090 563100 563110 563120 563130 563140 563150 563160 563170 563180 563190 563050 563060 563070 563080 563090 563100 563110 563120 563130 563140 563150 563160 563170 563180 563190 47° 29' 19'' N 12 2 ° 9 ' 4 7 ' ' W 47° 29' 19'' N 12 2 ° 9 ' 3 9 ' ' W 47° 29' 15'' N 12 2 ° 9 ' 4 7 ' ' W 47° 29' 15'' N 12 2 ° 9 ' 3 9 ' ' W N Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 10N WGS84 0 30 60 120 180Feet 0 10 20 40 60Meters Map Scale: 1:700 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons Hydric (100%) Hydric (66 to 99%) Hydric (33 to 65%) Hydric (1 to 32%) Not Hydric (0%) Not rated or not available Soil Rating Lines Hydric (100%) Hydric (66 to 99%) Hydric (33 to 65%) Hydric (1 to 32%) Not Hydric (0%) Not rated or not available Soil Rating Points Hydric (100%) Hydric (66 to 99%) Hydric (33 to 65%) Hydric (1 to 32%) Not Hydric (0%) Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: King County Area, Washington Survey Area Data: Version 20, Aug 27, 2024 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 31, 2022—Aug 8, 2022 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydric Rating by Map Unit—King County Area, Washington (VIOC Renton) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/29/2025 Page 2 of 5 Hydric Rating by Map Unit Map unit symbol Map unit name Rating Acres in AOI Percent of AOI AgC Alderwood gravelly sandy loam, 8 to 15 percent slopes 5 2.0 100.0% Totals for Area of Interest 2.0 100.0% Hydric Rating by Map Unit—King County Area, Washington VIOC Renton Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/29/2025 Page 3 of 5 Description This rating indicates the percentage of map units that meets the criteria for hydric soils. Map units are composed of one or more map unit components or soil types, each of which is rated as hydric soil or not hydric. Map units that are made up dominantly of hydric soils may have small areas of minor nonhydric components in the higher positions on the landform, and map units that are made up dominantly of nonhydric soils may have small areas of minor hydric components in the lower positions on the landform. Each map unit is rated based on its respective components and the percentage of each component within the map unit. The thematic map is color coded based on the composition of hydric components. The five color classes are separated as 100 percent hydric components, 66 to 99 percent hydric components, 33 to 65 percent hydric components, 1 to 32 percent hydric components, and less than one percent hydric components. In Web Soil Survey, the Summary by Map Unit table that is displayed below the map pane contains a column named 'Rating'. In this column the percentage of each map unit that is classified as hydric is displayed. Hydric soils are defined by the National Technical Committee for Hydric Soils (NTCHS) as soils that formed under conditions of saturation, flooding, or ponding long enough during the growing season to develop anaerobic conditions in the upper part (Federal Register, 1994). Under natural conditions, these soils are either saturated or inundated long enough during the growing season to support the growth and reproduction of hydrophytic vegetation. The NTCHS definition identifies general soil properties that are associated with wetness. In order to determine whether a specific soil is a hydric soil or nonhydric soil, however, more specific information, such as information about the depth and duration of the water table, is needed. Thus, criteria that identify those estimated soil properties unique to hydric soils have been established (Federal Register, 2002). These criteria are used to identify map unit components that normally are associated with wetlands. The criteria used are selected estimated soil properties that are described in "Soil Taxonomy" (Soil Survey Staff, 1999) and "Keys to Soil Taxonomy" (Soil Survey Staff, 2006) and in the "Soil Survey Manual" (Soil Survey Division Staff, 1993). If soils are wet enough for a long enough period of time to be considered hydric, they should exhibit certain properties that can be easily observed in the field. These visible properties are indicators of hydric soils. The indicators used to make onsite determinations of hydric soils are specified in "Field Indicators of Hydric Soils in the United States" (Hurt and Vasilas, 2006). References: Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hydric Rating by Map Unit—King County Area, Washington VIOC Renton Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/29/2025 Page 4 of 5 Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service. U.S. Department of Agriculture Handbook 436. Soil Survey Staff. 2006. Keys to soil taxonomy. 10th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. Rating Options Aggregation Method: Percent Present Component Percent Cutoff: None Specified Tie-break Rule: Lower Hydric Rating by Map Unit—King County Area, Washington VIOC Renton Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/29/2025 Page 5 of 5 PHS Species/Habitats Overview: Occurence Name Federal Status State Status Sensitive Location Freshwater Forested/Shrub Wetland N/A N/A No Freshwater Pond N/A N/A No Priority Habitats and Species on the Web Buffer radius: 330 Feet Report Date: 07/29/2025, Parcel ID: 9374000400 Freshwater Forested/Shrub Wetland Priority Area Aquatic Habitat Site Name N/A Accuracy NA Notes Wetland System: Freshwater Forested/Shrub Wetland - NWI Code: PFO1C Source Dataset NWIWetlands Source Name Not Given Source Entity US Fish and Wildlife Service Federal Status N/A State Status N/A PHS Listing Status PHS Listed Occurrence Sensitive N SGCN N Display Resolution AS MAPPED ManagementRecommendations http://www.ecy.wa.gov/programs/sea/wetlands/bas/index.html Geometry Type Polygons Freshwater Pond Priority Area Aquatic Habitat Site Name N/A Accuracy NA Notes Wetland System: Freshwater Pond - NWI Code: PUSCx Source Dataset NWIWetlands Source Name Not Given Source Entity US Fish and Wildlife Service Federal Status N/A State Status N/A PHS Listing Status PHS Listed Occurrence Sensitive N SGCN N Display Resolution AS MAPPED ManagementRecommendations http://www.ecy.wa.gov/programs/sea/wetlands/bas/index.html Geometry Type Polygons DISCLAIMER. This report includes information that the Washington Department of Fish and Wildlife (WDFW) maintains in a central computer database. It is not an attempt to provide you with an official agency response as to the impacts of your project on fish and wildlife. This information only documents the location of fish and wildlife resources to the best of our knowledge. It is not a complete inventory and it is important to note that fish and wildlife resources may occur in areas not currently known to WDFW biologists, or in areas for which comprehensive surveys have not been conducted. Site specific surveys are frequently necesssary to rule out the presence of priority resources. Locations of fish and wildlife resources are subject to variation caused by disturbance, changes in season and weather, and other factors. WDFW does not recommend using reports more than six months old. PHS Species/Habitats Details: WDFW Fish Passage and Diversion Screening Inventory Database Site Description Report Latitude (WGS 84):47.483383 Longitude (WGS 84):-122.159436 East (NAD 83 HARN)1,230,110.1 North (NAD 83 HARN)788,409.1 Geographic Coordinates Site ID 922814 Road Name:Bremerton Pl NE Mile Post:-999.99 WDFW Region:4 Stream:Maplewood Cr Tributary To:Cedar R WRIA:08 River Mile:-999.99 Location/Directions Site Comments NFB due to US SLW<.61 m. Project CITY Name:City of Renton General Location Waterbody Owner County:King Fish Use Potential:No FUP Criteria: Type:City Sockeye Pink Chum Chinook Coho Steelhead Sea Run Cutthroat Resident Trout Bull Trout PI Species Culvert Non-Culvert Xing Fishway Natural Barrier Other Dam Diversion Mitigated Associated Features These data represent a snapshot of the Washington Department of Fish and Wildlife's current records. Due to the ongoing nature of assessment and inventory of these features, these data may not accurately represent conditions on the ground, and are subject to change. 10/3/2022 Site ID:922814 Stream:Maplewood Cr Tributary To:Cedar R WRIA:08 WDFW Fish Passage and Diversion Screening Inventory Database Level A Culvert Assessment Report Fish Use Potential:No Latitude:47.483383 Longitude:-122.159436 No Image Available Field Crew:Harris;Noble;Sharp Review Date:5/26/2022 Average Width (m):-99.99 Culvert/Stream Width Ratio:-99.99 Length (m):-999.99 Max Depth (m):-99.99 OHW Width (m):-999.99 Fill Depth (m):-999.90 Plunge Pool Recheck: Channel Description Road Comments Inlet .3 CAL RND leading to Stand pipe. Survey Type:Length (m):Spawning (sq m): Rearing (sq m): Potential Habitat Gain PI Total Barrier:N/A Passability (%):N/A Reason:N/A Assessment Results Method:N/A Significant Reach:N/A Data Source:Washington Department of Fish and Wildlife Fishway Present:No Toe Width (m): Tidal Influence:Tidegate Present: ID Shape Material Span Rise Length CountersunkWSDrop Location Slope (%)WDIC Apron Culvert Details Level A Parameters Backwater Sediment RND OTH 1.07 1.07 -999.90 -99.99 -99.99-99.991.1 All dimensions in meters These data represent a snapshot of the Washington Department of Fish and Wildlife's current records. Due to the ongoing nature of assessment and inventory of these features, these data may not accurately represent conditions on the ground, and are subject to change. 10/3/2022 Site ID:922814 Stream:Maplewood Cr Tributary To:Cedar R WRIA:08 WDFW Fish Passage and Diversion Screening Inventory Database Image Report - Active Fish Use Potential:No Latitude:47.483383 Longitude:-122.159436 Culvert Non-Culvert Xing Fishway Natural Barrier Other Dam Diversion Associated Features Image Name: 922814_1.JPG Image Name: 922814_3.JPG Image Name: 922814_2.JPG These data represent a snapshot of the Washington Department of Fish and Wildlife's current records. Due to the ongoing nature of assessment and inventory of these features, these data may not accurately represent conditions on the ground, and are subject to change. 10/3/2022 Office of the Chief Information Officer (OCIO), Department of Natural Resources (DNR), Forest Practices Division, Department of Natural Resources (DNR), Engineering Division Extreme care was used during the compilation of this map to ensure its accuracy. However, due to changes in data and the need to rely on outside information, the Department of Natural Resources cannot accept responsibility for errors or omissions, and therefore, there are no warranties that accompany this material. 0 1,000 2,000500 Feet Date: 7/29/2025 Time: 4:03 PM Map Symbols Additional Information Legal Description Forest Practices Activity Map - Application #______________k #*Waste Area ~~~Harvest Boundary Stream „Rock Pit 6 Landing :Clumped WRTS/GRTS•Existing Structure Road Construction RMZ / WMZ Buffers Approximate Scale :1:12,000 S15 T23.0N R05.0E, 1.11 mi VIOC Renton Esri Community Maps Contributors, WSU Facilities Services GIS, KingCounty, WA State Parks GIS, Esri, TomTom, Garmin, SafeGraph,GeoTechnologies, Inc, METI/NASA, USGS, Bureau of Land Management, July 29, 2025 0 0.2 0.40.1 Miles K Assessed Water/Sediment WaterCategory 5 - 303d Category 4CCategory 4BCategory 4ACategory 2Category 1 SedimentCategory 5 - 303d Category 4CCategory 4BCategory 4ACategory 2Category 1 Township/Range/SectionT/R/S boundary Water Resource Inventory Areas WRIA boundary Subbasins (12 digit HUCs) HUC boundary APPENDIX D APPENDIX D Photodocument #0249 JULY 2025 PHOTODOCUMENT Site from northwest corner facing southeast. Site on left, facing south showing pedestrian trail. Current site conditions facing northeast. APPENDIX E APPENDIX E Wetland Rating Form A Wetland A 7/25/25 J. Marriott X 2024 Riverine X 6 6 6 18 x III x A 8 2 10 X 2 1 0 1 0 4 X 0 0 0 0x A 4 Ratio of 6.6, estimated 7 11x 1 1 0 2 x 1 0 1 x A x x 1 x x x 2 1 1 5A x xx 3 8 x 1 0 -2 -1 x 2 x x x A x x A APPENDIX F APPENDIX F Approved Wetland Mitigation Planset, 28 July 2014, Altmann Oliver Associates, LLC La n d s c a p e Ar c h i t e c t u r e En v i r o n m e n t a l Pl a n n i n g & Of f i c e ( 4 2 5 ) 3 3 3 - 4 5 3 5 PO B o x 5 7 8 Ca r n a t i o n , W A 9 8 0 1 4 Fa x ( 4 2 5 ) 3 3 3 - 4 5 0 9 Al t m a n n O l i v e r A s s o c i a t e s , L L C  APPROVED 10/20/2014 rtimmons La n d s c a p e Ar c h i t e c t u r e En v i r o n m e n t a l Pl a n n i n g & Of f i c e ( 4 2 5 ) 3 3 3 - 4 5 3 5 PO B o x 5 7 8 Ca r n a t i o n , W A 9 8 0 1 4 Fa x ( 4 2 5 ) 3 3 3 - 4 5 0 9 Al t m a n n O l i v e r A s s o c i a t e s , L L C  APPROVED 10/20/2014 rtimmons La n d s c a p e Ar c h i t e c t u r e En v i r o n m e n t a l Pl a n n i n g & Of f i c e ( 4 2 5 ) 3 3 3 - 4 5 3 5 PO B o x 5 7 8 Ca r n a t i o n , W A 9 8 0 1 4 Fa x ( 4 2 5 ) 3 3 3 - 4 5 0 9 Al t m a n n O l i v e r A s s o c i a t e s , L L C  APPROVED 10/20/2014 rtimmons La n d s c a p e Ar c h i t e c t u r e En v i r o n m e n t a l Pl a n n i n g & Of f i c e ( 4 2 5 ) 3 3 3 - 4 5 3 5 PO B o x 5 7 8 Ca r n a t i o n , W A 9 8 0 1 4 Fa x ( 4 2 5 ) 3 3 3 - 4 5 0 9 Al t m a n n O l i v e r A s s o c i a t e s , L L C  APPROVED 10/20/2014 rtimmons La n d s c a p e Ar c h i t e c t u r e En v i r o n m e n t a l Pl a n n i n g & Of f i c e ( 4 2 5 ) 3 3 3 - 4 5 3 5 PO B o x 5 7 8 Ca r n a t i o n , W A 9 8 0 1 4 Fa x ( 4 2 5 ) 3 3 3 - 4 5 0 9 Al t m a n n O l i v e r A s s o c i a t e s , L L C  APPROVED 10/20/2014 rtimmons