HomeMy WebLinkAboutRS _Archaeological Monitoring and Inadvertent Discovery Plan_Boeing Renton_170728_v1df (2)
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
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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.
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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
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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
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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
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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.
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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.
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► 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.
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► 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
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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