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HomeMy WebLinkAboutRS _Archaeological Monitoring and Inadvertent Discovery Plan_Boeing Renton_170728_v1df CULTURAL RESOURCES REPORT COVER SHEET Author: Tim Gerrish, Erik Anderson, M.A., and Jesse Yorck, M.A. RPA Title of Report: Archaeological Monitoring And Inadvertent Discovery Plan (MIDP) Sewer Lift Station, Fuel Spill Containment And D-50 Gate Modification, Renton, King County, Washington Date of Report: July 24, 2017 County(ies): King Section: 7 and 18 Township: 23 North Range: 4 East Quad: NW and south half of Section 7 And NW of Section 18 PDF of report submitted (REQUIRED) Yes Historic Property Inventory Forms to be Approved Online? Yes No Archaeological Site(s)/Isolate(s) Found or Amended? Yes No TCP(s) found? Yes No Replace a draft? Yes No Satisfy a DAHP Archaeological Excavation Permit requirement? Yes # No Were Human Remains Found? Yes DAHP Case # No DAHP Archaeological Site #: • Submission of PDFs is required. • Please be sure that any PDF submitted to DAHP has its cover sheet, figures, graphics, appendices, attachments, correspondence, etc., compiled into one single PDF file. • Please check that the PDF displays correctly when opened. Archaeological Monitoring and Inadvertent Discovery Plan for Sewer Lift Station, Fuel Spill Containment and D-50 Gate Modification Date: 07/24/2017 To: Mark Clement Renton, King County & SEA-TAC Permit Specialist, The Boeing Co. Mark.d.clement@boeing.com From: Tim Gerrish Amec Foster Wheeler O: 425.368.0976 C: 206.351.7809 tim.gerrish@amecfw.com 4020 Lake Washington Blvd NE Suite 200 Kirkland, WA 98033 July 24, 2017 i TABLE OF CONTENTS Page ARCHAEOLOGICAL MONITORING PLAN ....................................................................... 1  TRAINING TO ENSURE PROTECTION OF POTENTIALLY SIGNIFICANT CULTURAL RESOURCES ..................................................... 4  BOEING MULTIPLE PROJECTS AREAS .......................................................................... 4  Sewage Lift Station Area ............................................................................. 5  Fuel Spill Containment Area ........................................................................ 6  D-50 Gate Modification Area ........................................................................ 6  REFERENCES ............................................................................................................ 8  INADVERTENT DISCOVERY PLAN ................................................................................. 9  RECOGNIZING CULTURAL MATERIALS ......................................................................... 9  ON-SITE RESPONSIBILITIES ..................................................................................... 10  PROTOCOL FOR TREATMENT OF HUMAN REMAINS ..................................................... 10  PROTOCOL FOR RESPONSE TO VANDALISM ............................................................... 11  PROTOCOL FOR EMERGENCY RESPONSE .................................................................. 12  AGENCY CONTACTS ................................................................................................ 13  FIGURES Figure 1 Project Location ........................................................................................... 2 Figure 2 Multiple Project Locations ............................................................................ 3 July 24, 2017 1 ARCHAEOLOGICAL MONITORING AND INADVERTENT DISCOVERY PLAN Sewer Lift Station, Fuel Spill Containment, and D-50 Gate Modification Renton, King County, Washington ARCHAEOLOGICAL MONITORING PLAN The Sewer Lift Station, Fuel Spill Containment, and D-50 Gate Modification (Boeing Multiple Projects) is located in the City of Renton, Washington, in Sections 7 and 18 of Township 23 North, Range 4 East (Figure 1). Figure 2 is an aerial image of the Boeing Multiple Projects depicting project areas under current conditions. As part of the Renton plant transition from the 737 next generation to the new 737 MAX program, The Boeing Company (Boeing) proposes modifications and additions to three existing facilities. Each facility is located within a heavily developed area of the Boeing Renton Facility. An archaeological Monitoring and Inadvertent Discovery Plan (MIDP) was requested by the Washington State Department of Archaeology & Historic Preservation (DAHP) in anticipation of ground-breaking construction activities to facilitate proposed modifications and additions to three existing facilities, proposed by Boeing. The DAHP assigned Project Tracking Code 2017-06-04599 in a letter dated June 28, 2017 (LUA17-000175) and requested consultation with all concerned Tribes’ cultural committees and staff regarding cultural resources issues and the DAHP through the course of the project. The three facilities include: (1) replacing a sewage lift station that services Buildings 4-42, 4-41, and the west side of Building 4-20; (2) adding a fuel spill containment system at Apron D; and (3) modifying the Gate D-50 entrance to add a pedestrian walkway. The Sewage Lift Station Area and Fuel Spill Containment Area are located on the eastern shore of the lower Cedar River within the 200-foot shoreline setback zone, while the D-50 Gate Modification area is located on the western shore of the lower Cedar River within the 200-foot shoreline setback zone. R. 5 E.R. 5 E.T. 23 N.T. 23 N. N 0 500 meters 0 2000feet Fuel Spill Containment D-50 Gate Sewer Lift Station USGS Bellevue South, WA, 7.5’x15’ Metric Quad., 1983 and Renton, WA, 7.5’ Quad., 1949, photorevised 1994. USGS Bellevue South, WA, 7.5’x15’ Metric Quad., 1983 and Renton, WA, 7.5’ Quad., 1949, photorevised 1994. Project Vicinity North Bridge 45-KI-404 45-KI-1218 45-KI-1009 45-KI-101045-KI-587 45-KI-501 REV. NO.: DATE: PROJECT NO: FIGURE No.PROJECTION: DATUM:DWN BY: CHK'D BY: SCALE: PROJECT TITLE 600 University St. #600 Seattle, WA, U.S.A. 98011-8201 CLIENTCLIENT LOGO 1 PROJECT LOCATION AS SHOWNWA STATE PLANE NAD83 Amec Foster Wheeler Environment & Infrastructure THE BOEING COMPANY SEWER LIFT STATION, FUEL SPILL CONTAINMENT AND D-50 GATE MODIFICATION JULY 2017 Fuel Spill Containment D-50 Gate Sewer Lift Station N 0 500 meters 0 2000feet Lake Washington Cedar RiverREV. NO.: DATE: PROJECT NO: FIGURE No.PROJECTION: DATUM:DWN BY: CHK'D BY: SCALE: PROJECT TITLE 600 University St. #600 Seattle, WA, U.S.A. 98011-8201 CLIENTCLIENT LOGO 2 MULTIPLE PROJECT LOCATIONS AS SHOWNWA STATE PLANE NAD83 Amec Foster Wheeler Environment & Infrastructure THE BOEING COMPANY SEWER LIFT STATION, FUEL SPILL CONTAINMENT AND D-50 GATE MODIFICATION JULY 2017 July 24, 2017 4 Three known precontact (45KI501, 45KI587, and 45KI1010) and two historic-period archaeological sites (45KI1009 and 45KI1218) have been documented within 500 meters of the D-50 Gate Modification Area. Site 45KI1010 is a precontact camp site which includes precontact lithic material and precontact cultural midden identified between 20 to 60 centimeters below the surface. Site 45KI501 is known as the Renton High School Indian Site and was documented during the excavation of a construction trench which resulted in the documentation of two distinct cultural deposits separated by flood deposits. The referenced precontact sites are near the ethnographic-period Duwamish settlement skah-TELBSH, located just below the historic confluence of the Cedar and Black rivers. Site 45KI1218 is a Historic Debris Scatter that was recorded at the south end of the Renton Municipal Airport Runway and contained domestic debris such as intact colorless glass condiment bottles, and ceramic fragments that date to about 1930 to 1940. The MIDP will outline protocols necessary to protect unknown archaeological sites and include an Inadvertent Discovery Plan which will detail the necessary steps if archaeological deposits are encountered. Boeing has contracted with Amec Foster Wheeler to provide an archaeological MIDP for the proposed development in compliance with DAHP’s request. T RAINING TO E NSURE P ROTECTION OF P OTENTIALLY S IGNIFICANT C ULTURAL R ESOURCES To satisfy the requirements of the DAHP, Boeing will ensure training to all contractor personnel participating in ground-disturbing activities for the protection of potentially significant cultural resources. This training will be provided on-site one week prior to construction activities to all Boeing project managers involved in the project and include construction contractors. In the event that on-site monitoring will be needed, archaeological monitoring will be conducted in accordance with federal and state standards and will include proper documentation with daily logs and a technical report at the close of monitoring activities for the Sewer Lift Station Area, Fuel Spill Containment Area, and D-50 Gate Modification Area. B OEING M ULTIPLE P ROJECTS A REAS Geotechnical boring logs and maps of the project area excavations were reviewed to develop an understanding of the stratification and sedimentary facies that may be encountered. This aids in the understanding of the construction-disrupted sediments and soils that may be encountered, facilitating recognition of potential cultural deposits. Results of this investigation indicate the footprint of the Renton site is comprised largely of fill material sitting atop natural July 24, 2017 5 estuarine deposits associated with the former level of Lake Washington. Poulson et al. (1952) mapped the soil of the project area after the lowering of Lake Washington (ca. 1916) and diversion of the Cedar River (ca. 1912) directly into the lake. The lowering of Lake Washington, which fell approximately 9 feet, was a result of the opening the Lake Washington Ship Canal north of Seattle. The diversion of the Cedar River, which was done in response to a flood event along the river that hit the City of Renton in 1911, cut off the historic confluence of the Black River and Lake Washington. Poulson et al. (1952) mapped Pilchuck loamy fine sand (PA), Puyallup silt loam (low bottom) (PL), and Puget very fine sandy loam (PE) deposits on the east bank of the newly channelized Cedar River. PE and PL deposits make up the majority of the native soil below the mid-20th Century fill deposits that cover the Renton project area. Poulson et al. (1952) describe PE soil as occurring in low basins and swampy throughout the year. PL soil, similar to PE, was mapped by Poulson et al. (1952) in low basins and in positions that are subject to overflow and swampy conditions. This type of silt loam was mapped with high concentrations of organic material and decomposed peaty material. Synder et al. (1973) mapped the project area as Urban Land comprised of soil that has been modified by disturbance of the natural layers with additions of fill material several feet thick in order to accommodate large industrial and housing installations. The site logistics area is also mapped as Urban Land on the Natural Resources Conservation Service Web Soil Survey website. Geotechnical boring logs indicate the interface of native estuarine soil, as described by Poulson et al. (1952), and fill material varies across the site. The fill is estimated to be approximately 3 to 6 feet thick in the deepest locations and only a few feet thick in other areas. If construction excavation associated with the project extends beyond these depths, it is likely that native soil comprised of loamy fine sand, very fine sand, or silt loam will be encountered. Sewage Lift Station Area The Sewage Lift Station Area is located near the outlet of the Cedar River, a totally artificial landform consisting of fill from the sledge of Renton area coal mines. The channel was constructed in 1912 and has been periodically dredged (Celmer 1995). Prior to that, the area was under water before Lake Washington was lowered by 3 meters (GLO 1865; Kanaby 2011). The only recorded archaeological site near this area is 45-KI-404, which is situated 480 meters north, and consists of a PBM-5 Martin Mariner seaplane, sunk in 1949 (45-KI- 404). Only one historic property has been recorded near this area but it is no longer present. July 24, 2017 6 The North Bridge was located at the very north end of the channel, 180 meters north- northwest of the area. Initially constructed in 1916 and periodically reconstructed up until 1963, it was determined not eligible for listing in the National Register of Historic Places (NRHP) before being totally demolished and replaced in 2015. A 1995 reconnaissance report recommended that no further archaeological survey was required due to the totally artificial nature of the landform. No monitoring is recommended for this area. Prior to ground-breaking construction activities, the contracted construction crews will be provided a training session on the potential for buried archaeological and historic-period sites and the protocols for responding to such discoveries will be reviewed. Fuel Spill Containment Area The Fuel Spill Containment Area is located on the west side of the Cedar River channel approximately 1.15 kilometers from the outlet into Lake Washington. A geotechnical exploration conducted in 2008 by Soil and Environmental Engineers, Inc., resulted in identifying 3 to 5 feet of sand and gravel fill overlying alluvial silts from post-1965 construction activities. Historically, the area was situated between the confluences of the Cedar and Black rivers. Monitoring projects in the vicinity of the location did not result in the recording of any archaeological sites. Monitoring of excavation near the corner of Logan Avenue and 6th Street did yield a wire-wrapped log 7 feet beneath the surface, capped by fill deposits. There are no NRHP-eligible structures recorded adjacent to the area. No archaeological monitoring is recommended for this area. Prior to ground-breaking construction activities, the contracted construction crews will be provided a training session on the potential for buried archaeological and historic-period sites and the protocols for responding to such discoveries will be reviewed. D-50 Gate Modification Area The D-50 Gate Modification Area is located approximately 60 meters from the Cedar River channel. Soil and Environmental Engineers, Inc. conducted a geotechnical study in 2017 at the D-50 Gate Modification Area. Geotechnical exploration resulted in showing 11 to 12 feet of fill material consisting of lose to medium dense silty sand, gravels and sand overlying alluvial silts. The 1865 General Land Office survey plat indicates that the area was just south of an Indian Trail, near the bank of the Cedar River and close to where it met the Black River prior to the 1912 channelization. Four archaeological sites have been recorded approximately 500 to 600 meters away from the area. The archaeological site 45-KI-1218 consists of three small subsurface historic debris scatters consisting of glass bottles, glass fragments, ceramic fragments, and metal fragments, all dating from the first half of the 20th Century. The Moses Homestead Site (45-KI-1009) is approximately 500 meters southwest of the area, dating back July 24, 2017 7 to 1856. The pre-contact campsite 45-KI-1010 is approximately 500 meters southwest of the area, consisting of lithic material. The Renton High School Indian Site (45-KI-501) is approximately 500 meters south of the area. There are no eligible structures recorded adjacent to the area. Project-related ground disturbance in this area is not expected to exceed 2 feet below the surface. Due to the level of disturbance indicated by previous geotechnical explorations, no archaeological monitoring is recommended for this area. Prior to ground-breaking construction activities, the contracted construction crews will be provided a training session on the potential for buried archaeological and historic-period sites and the protocols for responding to such discoveries will be reviewed. ► All consulting parties (listed below) will be notified via email at least one week prior to construction and will be invited to visit or monitor during construction. ► All consulting parties (listed below) will be provided weekly summaries of any archaeological monitoring activities conducted through the duration of construction via email. ► An orientation will be given to construction crews prior to ground-breaking activities. Each new employee of any contractor working in the project area will be given an orientation regarding the MIDP protocols. ► Any damage or inadvertent discoveries during excavation will be immediately reported to the DAHP and all consulting parties. ► Consultation Contacts: o Gretchen Kaehler, Local Government Archaeologist (DAHP)  Email: gretchen.kaehler@dahp.wa.gov  Email: brandon.reynon@puyalluptribe.com o Laura Murphy, Archaeologist (Muckleshoot Tribe)  Email: laura.murphy@muckleshoot.nsn.us o Dennis Lewarch, THPO (Suquamish Tribe)  Email: dlewarch@Suquamish.nsn.us o Richard Young, Cultural Resources Director (Tulalip Tribes)  Email: ryoung@tulaliptribes-nsn.gov o Cecile Hansen, Chair (Duwamish Tribe)  Email: DTS@qwestoffice.net During review of the proposed project, the DAHP requested in a letter dated June 28, 2017 that an archaeological monitoring and inadvertent discovery plan be provided to the DAHP and interested Tribes prior to ground-disturbing activities. This request (DAHP Project Code: July 24, 2017 8 2017-06-04599) was based on the fact that the surrounding area maintains at least four precontact archaeological sites associated with the old channels of the Black and Cedar rivers. There are no federal funds involved with this project, therefore Section 106 of the National Historic Preservation Act (NHPA), as amended, and its implementing regulations, 36CFR800, are not involved. Additionally, there are no previously documented archaeological sites or historic buildings within the proposed project’s area of potential impact. This archaeological monitoring plan provides an overview of the project, the likelihood of finding unknown cultural resources within the project’s footprint based on historic maps and aerial photograph research, and an inadvertent discovery plan (or IDP) if cultural resources are uncovered during ground-disturbing activities. R EFERENCES Celmer, Gail 1995 Cedar River Reconnaissance Survey letter report. On file with the Washington State Department of Archaeology & Historic Preservation, Olympia. GLO (General Land Office) 1865 Township 23 North, Range 4 East, Willamette Meridian. Kanaby, Kara 2011 Cultural Resources Survey for Cedar River 205 Levee Repair Project on the Cedar River in Renton, Washington. On file with the Washington State Department of Archaeology & Historic Preservation, Olympia. Poulson, E.N., R.H. Fowler, and R.D. Flannery 1952 Soil Survey of King County Washington. Series 1938, No. 31. United States Department of Agriculture in cooperation with the Washington Agricultural Experiment Station and the Washington State Planning Council. Synder, D.E., P.S. Gale, and R.F. Pringle 1973 Soil Survey of King County Area, Washington. United States Department of Agriculture, Soil Conservation Service, in cooperation with the Washington Agricultural Experiment Station. July 24, 2017 9 INADVERTENT DISCOVERY PLAN Boeing is working on the Sewer Lift Station, Fuel Spill Containment, and D-50 Gate Modification (Boeing Multiple Projects) located in the City of Renton, Washington. The following Inadvertent Discovery Plan (IDP) outlines procedures to follow, in accordance with federal laws, if archaeological materials or human remains are discovered. State laws are in place which protect archaeological resources. The Archaeological Sites and Resources Law (RCW Chapter 27.53) outlines the protection of archaeological resources. Boeing will act in accordance with State laws in dealing with the treatment of cultural resources and the consultation of concerned parties. Potentially concerned parties include: the Muckleshoot Indian Tribe, Suquamish Indian Tribe, Tulalip Tribe, and Duwamish Tribe, and the DAHP. This document serves as the plan for dealing with any discoveries of human skeletal remains, artifacts, sites, or any other cultural resources eligible for listing in the NRHP. This plan is intended to provide guidance to Boeing personnel so they can: ► Comply with applicable state laws and regulations, particularly Title 27 Revised Codes of Washington Chapter 27.44 Indian Graves and Records, Chapter 27.53 Archaeological Sites and Resources, and Title 68 Chapter 60.050 Protection of Historic Graves; ► Describe to regulatory and review agencies the procedures that Boeing will follow to prepare for and deal with inadvertent discoveries; and ► Provide direction and guidance to project personnel on the proper procedures to be followed should an inadvertent discovery occur. R ECOGNIZING C ULTURAL M ATERIALS A cultural resource discovery could be prehistoric or historic. Examples include: ► An accumulation of shell, burned rocks, or other food-related materials; ► Bones or small pieces of bone; ► An area of charcoal or very dark stained soil with artifacts; ► Stone tools or waste flakes (i.e., an arrowhead, or stone chips); ► Clusters of tin cans or bottles, or logging or agricultural equipment that appears to be older than 50 years; and ► Buried railroad tracks, decking, or other industrial materials. When in doubt, assume the material is a cultural resource. July 24, 2017 10 O N -SITE R ESPONSIBILITIES Step 1: Stop Work. If any Boeing employee, contractor or subcontractor believes that he or she has uncovered a cultural resource at any point in the project, all work adjacent to the discovery must stop. The discovery location should be secured at all times. Step 2: Notify Monitor. An Archaeological Monitor will be consulted for the project in the event of an archaeological discovery. The Archaeological Monitor will follow the monitoring plan in place and will follow its provisions. Step 3: Notify and Consult with the DAHP. Immediately contact the DAHP to assist in the significance evaluation of all inadvertent discoveries of cultural resources. Any discovery deemed eligible for listing in the NRHP will be assessed and treated per the provisions set forth in this document. If the state agency representatives determine that the discovery is an eligible cultural resource, they and the concerned Indian Tribe(s), will consult to determine appropriate treatment to be presented and agreed upon in a Memorandum of Agreement or other appropriate documentation. Mitigation measures will be developed in consultation with the DAHP, and the affected Tribes (where appropriate), which could include avoidance through redesign, conducting data recovery, and/or relocating materials or remains. Agreed upon treatment measures performed by Boeing may include protecting in place or data recovery such as mapping, photography, limited probing, and sample collection, or other measures. This information is covered by the Public Records Act (RCW 42.17.250) and specific components of the records are exempt from disclosure (RCW 42.17.310(1)(k)) to avoid the looting or depredation of such sites. P ROTOCOL FOR TREATMENT OF H UMAN R EMAINS In the event that human remains or conclusive material evidence of burial sites are encountered within the project boundary, whether during planned maintenance and construction activities, authorized archaeological excavations, or as a result of natural processes, the following protocol will be strictly followed: ► If ground-disturbing activities encounter human skeletal remains during the course of construction, then all activity will cease that may cause further disturbance to those remains. ► The area of the find will be secured and protected from further disturbance. ► The finding of human skeletal remains will be reported to the County Medical Examiner/Coroner and local law enforcement in the most expeditious manner possible. The remains will not be touched, moved, or further disturbed. July 24, 2017 11 ► The County Medical Examiner/Coroner will assume jurisdiction over the human skeletal remains and make a determination of whether those remains are forensic or non-forensic. If the County Medical Examiner/Coroner determines the remains are non-forensic, then they will report that finding to the DAHP, who will then take jurisdiction over the remains. ► The DAHP will notify any appropriate cemeteries and all affected Tribes of the find. ► The State Physical Anthropologist will make a determination of whether the remains are Indian or Non-Indian and report that finding to any appropriate cemeteries and the affected Tribes. ► The DAHP will then handle all consultation with the affected parties as to the future preservation, excavation, and disposition of the remains. P ROTOCOL FOR R ESPONSE TO V ANDALISM Vandalism consists of disturbance to historic properties, including unauthorized digging into archaeological sites or collection of artifacts. The probability for vandalism within the project is low; however, if at any time Boeing employees or contractors encounter unauthorized visitors who appear to be digging or collecting materials from the ground surface, or are in possession of excavation equipment, or if a Boeing representative encounters evidence of recent unauthorized excavations or abandoned digging equipment (such as screens or shovels), the following protocol will be implemented. ► If a possible vandal or looter is present, the Boeing representative will note information about the person, their equipment, and their vehicle and immediately relay the information to the work supervisor, who will confirm the information and notify the City of Renton Police Department. ► If the Boeing representative notes abandoned excavations or digging equipment, they will notify within 24 hours the Archaeological Monitor, who will with Boeing security notify the City of Renton Police Department and the DAHP. The Archaeological Monitor will visit the site as soon as possible to assess any damage. ► If a Native American site has been vandalized, the Archaeological Monitor will notify representatives of all consulting parties including affected Indian Tribes and the DAHP about this assessment and will invite them to attend the site inspection. ► The assessment of impact will be described in a formal letter report from Boeing to the affected Indian Tribes and the DAHP, if applicable. ► In consultation with the affected Indian Tribes and the DAHP, Boeing will identify what actions, if any, should be taken to mitigate damage to an affected site and/or prevent further damage. July 24, 2017 12 ► Any act of vandalism or looting that involves human remains will also trigger the protocol for the treatment of human remains outlined above. ► All acts of vandalism or looting will be referred to the City of Renton Police Department for investigation and possible prosecution. P ROTOCOL FOR E MERGENCY R ESPONSE A number of events can occur within the project that require a rapid response in order to safeguard facilities, provide for protection of wildlife habitat, protect public and private property, and prevent serious injury or loss of human life. These include, but are not limited to, forest fire, wind and electrical storms, mass wasting events (erosion), flood, earthquake, and dam or other project facility failure. The emergency response protocol is designed to be implemented after such events have occurred. ► The supervisor of response will notify any present Archaeological Monitor of the location and nature of the emergency activities. ► The Archaeological Monitor will check relevant databases for historic properties in the vicinity of the emergency. ► If historic properties are in the area of the emergency or the response (for example, both the area of the forest fire and the location of the construction of a fire line), then the Archaeological Monitor will be responsible for conducting a professional review of the condition of those properties. ► The Archaeological Monitor will use existing documentation as a comparison to a field visit to determine if historic properties and/or cultural resources have been destroyed, damaged, or endangered by the emergency event or the response. If any of these conditions exist, then the Archaeological Monitor will document them in the field with mapping, photographs, and, in the case of imminent loss, collection of artifacts. The Archaeological Monitor will prepare a report documenting the nature and location of the emergency event, the nature of the response, the impact on the historic properties and/or cultural resources, and any proposals to prevent further damage to the properties and to mitigate for the loss. This report will be submitted to the affected Indian Tribes and the DAHP within 4 months of the event for review and comment. After a 30-day comment period, the comments of all of the consulting parties will be incorporated into a final report and copies will be sent to all of the participating parties. ► If no alteration to the condition of the properties has occurred, a letter to that effect noting the date(s) of the field visit(s) will be placed on file in lieu of the formal report. July 24, 2017 13 A GENCY C ONTACTS King County Medical Examiner Contact: Richard Harruff, Chief Medical Examiner Office: 206-731-3232 City of Renton Police Department Primary Contact: Chief Kevin Milosevich, Office: 425-235-2121 or 911 Department of Archaeology & Historic Preservation Office Primary Contact: Gretchen Kaehler, Local Government Archaeologist, Office: 360-586-3088 Secondary Contact: Dr. Guy Tasa, State Physical Anthropologist Office: 360-586-3534 Tribal Contacts Tulalip Tribe Primary Contact: Richard Young, Cultural Resources Director 360-716-2652 Suquamish Tribe Primary Contact: Dennis Lewarch, Tribal Historic Preservation Officer Office: 360-394-8529 Duwamish Tribe Primary Contact: Cecile Hansen, Chairwoman Office: 206-431-1582 Muckleshoot Indian Tribe Primary Contact: Laura Murphy, Archaeologist Office: 253-876-3272