Loading...
HomeMy WebLinkAboutSWP273531 (12)Materials Testing & Consulting, Inc. Geotechnical Engineering • Materials Testing • Special Inspection • Environmental Consulting June 4, 2009 Mr. Dan Mitzel Hawk's Landing, LLC P.O. Box 188 Mt. Vernon, WA 98273 Geotechnical Investigation — Draft Report Hawk's Landing Lake Washington Blvd. N and I-405 Renton, WA Project No.: 09BO44 Dear Mr. Mitzel: orrY O E �1'hre JUN 1 12N RECEIVED In accordance with your request, Materials Testing & Consulting, Inc. (MTC) has conducted a soils investigation and geotechnical engineering analysis for the referenced project. The results of this investigation, together with our recommendations, are contained in the following report. To investigate the site, we excavated seven test pits, obtained soil samples for laboratory testing, conducted one ground water inflow measurement and performed geotechnical engineering analysis. In addition, we reviewed two previous geotechnical engineering reports by others. Water levels were measured in the test pits. We plan to return to the site and measure water levels a second time this coming winter when water levels are estimated to be near their highest levels. An addendum to this report will be submitted with the second set of water level readings at that time. Questions related to soil conditions often arise during design and construction of a project. We would be pleased to continue our role as geotechnical consultants during the project planning and construction. We also have a keen interest in providing materials testing and special inspection during construction of this project. We will be pleased to meet with you at your convenience to discuss these services. We appreciate this opportunity to be of service to you and look forward to working with you in the future. If you have any questions concerning the above items, the procedures used, or if MTC can be of any further assistance please call us at (360) 647-6061. Respectfully Submitted, MATERIALS TESTING & CONSULTING, INC. Corporate — 777 Chrysler Drive - Burlington, WA 98233 - Phone (360) 755-1990 - Fax (360) 755-1980 NW Region — 2126 East Bakerview Rd., Suite #101 - Bellingham, WA 98226 - Phone (360) 647-6061 - Fax (360) 647-8111 SW Region — 2118 Black Lake Blvd. SW - Olympia, WA 98512 - Phone (360) 534-9777 - Fax (360) 534-9779 Visit our website: www.mtc-inc.net Hawk's Landing Job No.: 09BO44 Materials Testing & Consulting, Inc. June 4, 2009 Table of Contents 1.0 Introduction.......................................................................................................................... 3 1.1 Purpose........................................................................................................................................................... 3 1.2 Scope.............................................................................................................................................................. 3 2.0 Project Description..............................................................................................................4 3.0 Site Description...................................................................................................................4 3.1 General Description........................................................................................................................................ 4 4.0 Field Exploration.................................................................................................................4 4.1 Excavation & Sampling Procedures...............................................................................................................4 4.2 Laboratory Testing.......................................................................................................................................... 5 5.0 Subsurface Conditions.........................................................................................................5 6.0 Conclusions and Recommendations....................................................................................6 6.1 General Suitability for Planned Development................................................................................................ 6 6.2 Suitability of Existing Soil for Re -Use as Structural Fill ................................................................................ 7 6.3 Recommended Changes to Previous Recommendation by Others................................................................. 7 6.4 Grading........................................................................................................................................................... 7 6.5 Groundwater Control...................................................................................................................................... 8 7.0 Additional Services and Limitations...................................................................................9 AppendixA. Site Plans.............................................................................................................10 Appendix B. Logs of Test Pits..................................................................................................12 Appendix C. Laboratory Results..............................................................................................20 Appendix D. Limitations and Use of This Report....................................................................23 M Hawk's Landing Job No.: 09B044 1.0 Introduction Materials Testing & Consulting, Inc. June 4, 2009 This report presents the results of a soils investigation for the proposed Hawk's Landing complex to be constructed south of the intersection of Lake Washington Boulevard North and Interstate 405 in Renton, WA. This investigation was conducted for Hawk's Landing, LLC, who provided written authorization to proceed on May 5, 2009. 1.1 Purpose The purpose of this investigation was to review existing geotechnical reports by others, determine the various soil profile components, determine the suitability of re -using existing soils for structural fill, provide additional ground monitoring points, and provide estimates of ground water inflow for design of a dewatering trench. 1.2 Scope As detailed in our proposal for geotechnical services dated January 22, 2009, the scope of services included: Subsurface Exploration • Excavate 6 test pits • Log the soil and ground water conditions • Obtain representative grab samples of the soils • Measure water levels • Conduct ground water pump -down and record rebound volume vs. time Laboratory TestinP • Gradation • Moisture content Geotechnical Report • Subsurface soil conditions • Ground water • Suitability of re -using the existing soil for structural fill • Estimate of ground water inflow rate • Review existing soils reports and amend recommendations if necessary We were not requested to provide an environmental site assessment for this property. Any comments concerning on -site conditions and/or observations, including soil appearances and odors, are provided as general information. Information in this report is not intended to describe, quantify or evaluate any environmental concern or situation. 3 Hawk's Landing Materials Testing & Consulting, Inc. Job No.: 09BO44 June 4, 2009 2.0 Project Description The project will consist of a 120,000 square foot, five story hotel. The hotel will be of conventional wood frame construction with a cast -in -place concrete parking garage basement with a post -tensioned roof slab. Structural loads had not been developed at the time of this report, however, we understand a similar project you developed in Marysville, WA was designed with shallow spread footings utilizing allowable bearing pressures of 2500 pounds per square foot (psf) and column footings measuring up to 14 by 14 feet in plan dimension. The ground floor elevation will be at elevation 38 feet; the parking garage finish floor grade will be at elevation 28 feet. The existing elevation of the site is about elevation 30 feet. Development plans include a permanent dewatering trench at the site perimeter to allowable excavation for site grading and excavation of footings without ground water intrusion. Two previous geotechnical engineering investigations have been conducted on this site by others. The first report is: Subsurface Exploration and Geotechnical Engineering Study — Proposed May Creek Office Building, prepared for the Ranier Fund, by Hart Crowser & Associates, Inc., October 8, 1985. The second is: Geotechnical Engineering Study — May Creek Business Park, prepared by Earth Consultants, Inc., February 6, 1991. Detailed descriptions of area geology, seismicity and subsurface soil conditions are contained in these reports and will not be repeated here. 3.0 Site Description 3.1 General Description The project site is located on a property measuring approximately 800 feet along Lake Washington Boulevard North 960 feet along I-405 and about 730 feet along the south property line. The site is currently occupied by wood and metal framed industrial warehouses and support structures and a wood frame administrative and sales office for pre -fabricated homes. Much of the site is paved, but includes gravel surfaced areas and limited brush and trees in peripheral areas along a portion of the northwest property line. A small lawn fronts the sales office and landscaping borders the entry drive accessing the north corner of the site. The site is relatively level, for the most part, increasing in elevation from 30 to 38 feet from north to south. More abrupt topography occurs as road embankment fills along the periphery at Washington Boulevard, the north entrance driveway and Interstate 405. A 13 foot -high fill forms the entrance driveway. 4.0 Field Exploration On January 4, 2009, our geologist visited the site and conducted a subsurface exploration of the soil and groundwater conditions. The field investigation included excavation of seven geotechnical test pits, ground water flow measurements in a perforated casing and measurement of water levels in two existing monitoring wells installed by others. A site plan supplied by the project engineer was used to position the test pits. Test pits were located by pacing and sighting off of existing buildings and landmarks and are presumed to be accurate to within a few feet. 4.1 Excavation & Sampling Procedures Test Pits were excavated using a track -mounted excavator and operator supplied by the client. Grab samples representative of each soil type were obtained from each test pit. The samples were classified in the field in accordance with the Unified Soil Classification System (USCS, see Appendix B), identified according to test pit number and depth, placed in plastic bags to protect against moisture loss 4 Hawk's Landing Job No.: 09BO44 and transported to the laboratory for testing. Materials Testing & Consulting, Inc. June 4, 2009 The Logs of Test Pits are shown in Appendix B. To measure the ground water inflow rate, we installed a 6 inch diameter PVC pipe into Test Pit 5 to a depth of 7.0 feet below the ground surface or 3.4 feet below the water level. The pipe was slotted with numerous saw cuts and wrapped with filter fabric. The annular space around the pipe was backfilled with soil excavated from the test pit and four inches of gravel was placed in the bottom of the pipe. The time required to re -fill the casing is summarized in Table 2, below. The pipe was removed at the end of the test and the hole was backfilled. Table 2. Water Table Recovery Rate Elapsed Time (Minutes) Depth Below Ground Surface (Feet) 0 6.67 15 5.00 25 4.25 38 1 3.75 65 1 3.50 The results of the water level recovery test indicate a ground water inflow rate of 4.3 gallons per hour. 4.2 Laboratory Testing Upon demobilizing from the field, laboratory testing was conducted on selected samples to determine pertinent engineering characteristics of the soils encountered. The laboratory testing included supplementary visual classification, moisture content (ASTM D2216), and Grain Size Analysis (ASTM C 117, C 136). The results of these tests are presented in Appendix D. 5.0 Subsurface Conditions Soil profiles were somewhat variable across the site. Three distinct soil units were observed in the test pits. The identified units are as follows with increasing depth below the surface: Table 1. Observed Soil Units with Decreasing Depth Topsoil (OL, SM) Dark brown organic silt and sandy silt encountered in Test Pit 1, 2 and 4 and 5 to depths of 0.6 to 1.5 feet. The topsoil was overlain by 0.3 feet of gravel fill in Test Pit 4. Uncontrolled Fill (UF, GP, ML, SPSW, SM-ML) Encountered in Test Pits 3, and 5 through 7, Varying from sandy gravel as crushed surfacing top course to sawdust. The fill ranged in thickness from 1.4 to 3.3 feet thick. The sawdust (Test Pit 3) and organic silt (Test Pit 4) and was 2.8 and 1.2 feet thick, respectively. 61 Hawk's Landing Jot Materials Testing & Consulting, Inc. r No.: 09BO44 June 4, A Alluvium (GW, GP, SW, SP, SP-SW, SM, ML, OL) Encountered in all test pits to the depths explored (4.5 to 11.2 feet). Encountered as layers 0.5 to 4.4 feet thick with thin interbeds within the layers. Granular soils were loose to dense and fine grained soils were medium stiff to stiff. Naturally occurring wood debris in the form of fine organics, roots and branches was encountered in Test Pits 3 through 6. �09 The water table was encountered in all test pits at depths ranging from 2.1 to 7.5'. Two water level monitoring wells had been previously installed by others, one in front of a warehouse building near the east property line and one in a parking area in the north west corner of the property as shown on the site plan. The water level in the warehouse well was measured at 3.4 feet below grade and in the parking area at 1.2 feet. During a previous site visit on January 28, 2009, we measured the water level in these wells at 3.8 feet and 1.3 feet, respectively. We plan on returning to the site in early June in order to hand auger through selected test pit backfills and measure water levels again. 6.0 Conclusions and Recommendations 6.1 General Suitability for Planned Development Based on the results of our field investigation, laboratory tests and review of the two previous geotechnical reports, we conclude that the recommendations contained in the Hart Crowser report for pile foundations are applicable to this phase of the project. We conclude the loads for this structure lie somewhere between those contained in the Hart Crowser report (7 to 8 story, cast -in -place concrete building with column loads of 220 to 1250 kips) and the Earth Consultants report (2 story warehouse/office buildings with 150 kip column loads and 3 to 4 kips per lineal foot perimeter footing loads). The Earth Consultants report recommended pre -loading the site and providing shallow spread footing foundations for support. The Hart Crowser report recommended auger -cast concrete piles of about 50 feet deep. We conclude that the loads for your structure will be on the order of 500 kips per column and that foundations gaining their support from denser soils at depth will be required to limit differential and total settlements to tolerable levels. This is especially true because of the variable nature and density of the fill and alluvial soils, the relatively shallow water level, the presence of organic material in the soil and the design ground floor elevation of the structure. We understand that for deep foundations, you are considering aggregate piers for soil improvement in conjunction with spread footing foundations. Aggregate piers may be a viable solution for this site. These systems are typically designed by specialty contractors based on soils information supplied by others. They may be able to design a system based on the existing reports cited above. However, it will be beneficial if additional geotechnical information specific to this site and project were obtained for design of deep foundations. MTC would be keenly interested in providing you and your aggregate pier contractor with additional subsurface information at this site. We would be pleased to meet with you and your aggregate pier designer to plan the additional geotechnical investigation. 6 Hawk's Landing Materials Testing & Consulting, Inc. Job No.: 09B044 June 4, 2009 6.2 Suitability of Existing Soil for Re -Use as Structural Fill The soil encountered in at 1.8 feet in Test Pit 1 and 4.5 feet in Test Pit 2 consist of sandy gravel and silty sand, respectively. These soils are suitable for re -use as structural fill provided the recommendations presented below are followed: Native soil used as structural fill should be near optimum moisture according to the modified Proctor test method (ASTM D1557) and as determined by MTC. Soils not meeting optimum moisture content should be moisture conditioned by wetting or drying prior to placement. Soil with a moisture content exceeding 3% of optimum should be spread in thin lifts or wind rows, aerated, and turned over until it reaches near -optimum moisture conditions. The shallow soils encountered in the remaining test pits vary considerably in makeup from very organic fill to sand. Some of these soils may be suitable for re -use as structural fill, but since the deposits appear to be isolated selective excavation will be required during grading if any are to be re -used as structural fill. 6.3 Recommended Changes to Previous Recommendation by Others Because the building pad will be in about two feet of cut, no surcharge fill is required. However, prior to placing the floor slab, MTC should check the condition of the exposed subgrade to check for the presence of unsuitable, soft or deflecting soils. Where these soils are encountered, they should be removed down to firm unyielding soils and replaced with compacted structural fill. The recommendations for grading and fill placement presented in the previous reports should be followed with the exception that all structural fill should be compacted to 95% of maximum density in accordance with the ASTM D 1557 modified compaction test method. 6.4 Grading Excessively organic and loose soils generally undergo high volume changes when subjected to loads. This is detrimental to the behavior of pavements, floor slabs, structural fills and foundations placed upon them. Therefore, excessively organic and loose soils should be stripped from these areas and wasted or stockpiled for later use. If very loose soils are encountered underlying the recommended stripping depths, these soils will need to be re -compacted or replaced with structural fill. Table 2. Stripping Depth Test Location Reference Location Stripping Depth (Feet) TP-1 820' N, 270' W of SE Property Corner 1.0 TP-2 835' N, 325' W of SE Property Corner 0.6 TP-3 275' N, 385' W of SE Property Corner 3.3 TP-4 110' N, 60' W of SE Property Corner 1.5 TP-5 240' N, 40' W of SE Property Corner 0.3 TP-6 390' N, 25' W of SE Property Corner 0 TP-7 690' N, 10' W of SE Property Corner 1.0 Exact depths of stripping should be adjusted in the field to ensure that the entire root or loose zone is removed. The final exposed subgrade should be inspected by MTC to verify that all organic material has been removed. Any soft spots or deflecting areas should be removed to firm unyielding soils and replaced with structural fill. 7 Hawk's Landing Job No.: 09BO44 6.5 Groundwater Control Materials Testing & Consulting, Inc. June 4, 2009 As described above, ground water and perched groundwater seeps were observed at all test pit locations during this investigation. Flow measured in Test Pit 5 averaged 4.3 gallons per hour. Ground water in the Earth Consultants report was measured at 2.0 to 3.5 feet deep in February, 1991. The Hart Crowser report indicated water levels of 5 to 9.5 feet deep in August 29, 1985; water levels measured in two of the borings on September 5, 1985 indicated water levels higher by 1.3 and 2.4 feet. Ground water infiltration will affect construction in even shallow excavations on this site. Water level will vary seasonally. We understand the project civil engineer will be designing a dewatering trench in order to draw down the water level on this site in order to mitigate dewatering problems during and after construction. Hawk's Landing Job No.: 09BO44 Materials Testing & Consulting, Inc. June 4, 2009 7.0 Additional Services and Limitations We recommend that MTC be engaged to review the plans and specifications to check that the recommendations presented in this and previous reports are adhered to. MTC should also test and evaluate the exposed subgrades before placing slabs or structural fills to determine that the soils meet the required bearing capacities and that unexpected conditions are not present. Monitoring and testing should be performed to verify that suitable materials are used for structural fills and that they are properly placed and compacted. MTC should be present during foundation installation to check that the expected bearing soils are as described in the previous soils reports and assumed by the designer and to make recommendations for modifications if necessary. The work described in this report is considered sufficient in detail and scope to form a reasonable basis for the site development. MTC should be notified of any revision in the plans for the proposed structure from those presented in this report so that we may determine if changes in the foundation recommendations are required. If deviations from the noted subsurface conditions are encountered during construction, they should also be brought to our attention. MTC warrants that the findings, recommendations, specifications, or professional advice contained in this report, have been developed after being prepared in accordance with generally accepted professional practice in the fields of soil mechanics and engineering geology. No other warranties are implied or expressed. This report has been prepared for the exclusive use of Hawk's Landing, LLC and their retained design consultants. Findings and recommendations within this report are for specific application to this site and proposed project. RXPWM 7114110 Randolph R. Ross, P.E. Senior Geotechnical Engineer 9 Hawk's Landing Job No.: 09BO44 Materials Testing & Consulting, Inc. June 4, 2009 Appendix A. Site Plans ortadi dmand �- Rol bay' laneSl in E •. Ev +, t�7 +t Site Vicinity Yvta.chester 1 C i'; St ,.•� Fe saguoh L } liZ his RI Mtn rt _. Lanasskz 10 Hawk's Landing Job No.: 09BO44 Materials Testing & Consulting, Inc. June 4, 2009 13 Ref. Grading Plan By: Sound Development Group Dated: May, 2009 0 100 300 Scale : Feet —Test Pit Location (Typ.) .0jo" Wow MIIMI Existing Monitoring Well (Typ.) 7 5 A 4 Scale: Feet Hawk's Landing Materials Testing & Consulting, Inc. Job No.: 09BO44 June 4, 2009 Appendix B. Logs of Test Pits IInifivrl Cnil C'lacciifention Svstem Chart Major Divisions Graph USCS Typical Description Coarse Grained Soils Gravel ° '. o o a ;p GW Well -graded Gravels, Grave l-SandMic- ores Than Clean Grave k �' 4 GP Poorly -Graded Gravels. Gravel -Sand 50% of Coarse Frac- ton Retained .4. Mixtures o 0 o GM Silty Gravels, Gravel -Sand -Silt Mixtures More Than 50% On No. 4 O O Retained On No. 200Sieve Sieve Gravels With Fines GC Clayey Gravels, Gravel-Sand-ClayMix- tures S W Well -graded Sands. Gravelly Sands Sand More Than Clean Sands SP Poorly -Graded Sands, Gravelly Sands 50% of Coarse Frac- tion Passing SM Silty Sands. Sand -Silt Mixtures No 4 Sieve Sates With Fines '•:. SC Clayey Sands. Clay Mixtures Fine Grained ML Inorganic Silts, rock Flour, Clayey Silts Soils With Low Plasticity Silts & Clays Lquid Limit Less Than 50 i CL Inorganic Clays of Low To Medium Plasticity More Than 50% Passing The No. 200 Sieve OL Organic Silts and Organic Silty Clays of Low Plasticity MH Inorganic Silts of Moderate Plasticity Silts & Clays Liquid Lunt CH Inorganic Clays of High Plasticity Greater Than 50 ♦ OH OrganicClays Arid SiltsofMedium to ♦ High Plasticity Highly Organic Soils g Y r8 PT Peat, Humus, Soils with Predominantly Organic Content ..nil 17n nc ietp nev Granular Soils Fine-grained Soils Density SPT Blowcount Consistency SPT Blannvount Very Loose 0.4 Very Soft 0-2 Loose 4-10 Soft 2-4 Medium Dense 10-30 Firm 4-8 Dense 30-50 Stiff 8-15 Very Dense > 50 Very Stiff 15-30 Hard I > 30 (:rain Vi" Sampler Svmbol Description LStandard Penetration Test (SPT) ® Shelby Tube ® Grab or Bulk 8 California (3.0" O.D.) Modified California (2.5" O.D.) Stratieraphic Contact Distinct Stratigraphic Contact Between Sod Strata \Gradual Change Between Soil Strata Approximate location of stratagraphic change Groundwater observed at time of exploration Measured groundwater level in Sz exploration, well, or piezometer ♦ Perched water observed at time of expkrat ion MnrtiPwrc Description % Trace >5 Some 5-12 With >12 DESCRIPTION SIEVE SIZE GRAIN SIZE APPROXIMATE SIZE Boulders > 12" > 12" Larger than a basketball Cobbles 3 - 12" 3 - 12" Fist to basketball Gravel Coarse 3/4 - 3" 3/4 - 3" Thumb to fist Fine 1 #4 - 3/4" 0.19 - 0.75" Pea to thumb Sand Coarse # 10 - #4 0.079 - 0.19" Rock salt to pea Medium #40 - # 10 0.017 - 0.079" Sugar to rock sah Fine #200 - #40 0.0029 - 0.017" Flour to Sugar Fuss Passing < 0.0029" Flour and smaller 12 Hawk's Landing Job No.: 09BO44 Materials Testing & Consulting, Inc. June 4, 2009 Materials Testing & Consulting, Inc. Log of Test Pit 1 (Page 1 of 1) Hawk's Landing Date Started 5-8-09 Renton, WA Date Completed 5-8-09 Sampling Method Grab sampling Location 820' N. 270' W of SE Property Corner Logged By A Isle Geotechnical Site Investigation N tl CJ a)S Surf _ N a Elev a DESCRIPTION E a� 0 34 j m rn 0 34 Dark brown organic SILT (Topsoil) OL 1 33 Grey GRAVEL with sand, medium dense to dense, wet, rounded gravel to 3" diameter Well defined rust line 5" thick at 1.5' with heavy mottling below 2 32 with interbedded sandy layers at 2.3' Seepage at 2.4' GW 3 31 Moderate seepage at 3.4' Stabilized water level at 3.3' 4 30 Bottom of boring at 4.5'. Pit walls cave readily below 2'. 5 29 6 28 7 27 8 26 9 25 10 24 11 23 12 13 Hawk's Landing Job No.: 09BO44 Materials Testing & Consulting, Inc. June 4, 2009 Materials Testing & Consulting, Inc. Log Of Test Pit 2 (Page 1 of 1) Hawk's Landing Date Started 5-8-09 Renton, WA Date Completed 5-8-09 Sampling Method Grab sampling Location 835' N. 325' W of SE Property Corner Logged By A. Isle Geotechnical Site Investigation m m LL C Surf U = N m J Elev. U) a- DESCRIPTION E Q 305 j n 0 Dark brown organic SILT (Topsoil) OL 30 Grey brown silty SAND, medium dense, moist, with some gravel, light mottling throughout 1 SM 29 SIP Grey SAND, medium dense, wet, with some silt and trace gravel, light mottling throughout 2 Gray sandy GRAVEL, medium dense to dense, saturated, sandy upper 0.2', rounded to subrounded gravel to 3" diameter, with moderate mottling throughout With sandy (SW) layers throughout ❑ 2e With interbeds of heavily mottled silty sand throughout. Root zone to 2-2.0 GW Seepage at 2.0' 3 27 4 Grey to blue gray fine SAND, medium dense, wet, with silt/clay interbeds, mottling to 3.5' 2e ❑ 5 SP 25 6 24 Bottom of boring at 65. Pit walls cave readily below 13. 7 23 8 22 9 2r 10 20 11 19 12 14 Hawk's Landing Job No.: 09BO44 Nlaterials Testing & Consulting, Inc. June 4, 2009 Materials Testing & Consulting, Inc. Log of Test Pit 3 (Page 1 of 1) Hawk's Landing Date Started . 5-8-09 Renton, WA Date Completed 5-8-09 Sampling Method Grab sampling Location 275' N, 385' W of SE Property Comer Logged By A Isle Geotechnical Site Investigation 'm a� > > c L Surf Elev CO = a DESCRIPTION ° E d 335 C O U 0 GP Grey brown sandy GRAVEL, dense, moist 33 Uncontrolled FILL, with gravel and construction debris (wood, brick, plastic), matrix soil is brown silty sand, loose 1 32 Sawdust layer at 1.5', 1' thick on south side of pit and 1.8' on north side 2 OF i 31 3 Green grey silty SAND, loose to medium dense, moist with trace roots and fine organics to 5.6' 30 4 29 5 28 Perched seepage at 5.9' 6 SM 27 7 26 Very slow seepage at 7.5' all sides of pit; 1" accumulation of water in bottom of pit after 5 minutes 8 25 9 24 Bottom of boring at 9.3'. Pit walls cave readily below 1.3'. 10 23 11 22 12 15 Ha,,rk's Landing Job No.: 09BO44 Materials Testing & Consulting, Inc. June 4, 2009 Materials Testing & Consulting, Inc. Log of Test Pit 4 (Page 1 of 1) Hawk's Landing Date Started 5-9-09 Renton, WA Date Completed 5-8-09 Sampling Method Grab sampling Location 110' N, 60' W of SE Property Corner Logged By A. Isle Geotechnical Site Investigation m m C Surf 1 N v J n Elev a DESCRIPTION E 0 35 j U) 0 35 GP Sandy GRAVEL (Crushed Surfacing Top Course) Brown sandy organic SILT, soft, moist, with roots to 114" diameter (Topsoil) 1 34 OL Grey SAND with gravel, loose to medium dense. moist to saturated, rounded gravel to 1" diameter, with sandy and silty sand layers throughout 2 33 SP water level at 2.6' � ❑Perched 3 32 Brown SILT, medium stiff, moist, with trace organics 4 31 MIL 5 30 Grey sandy GRAVEL. medium dense. saturated 6 i9 GP " Grey to brown SILT with sand, medium stiff, moist, large naturally occuring wood debris north side of test pit from 6.5' to 7.5' 7 28 MIL 8 27 9 26 Brown organic sandy SILT with clay, medium stiff, moist. with some wood debris and roots to 6" 3 ❑ diameter 10 25 OL 11 24 SIP Grey SAND, medium dense. moist Bottom of test pit at 11.2'. Pit walls cave readily at 5.4' 12 16 Hawk's Landing Job No.: 09BO44 Materials Testing & Consulting, Inc. June 4, 2009 Materials Testing & Consulting, Inc. Log of Test Pit 5 (Page 1 of 1) Hawk's Landing Date Started 5 8-09 Renton, WA Date Completed 5-8-09 Sampling Method Grab sampling Location 240' N, 40' W of SE Property Corner Logged By A Isle Geotechnical Site Investigation m m LL c Surf. U = ai a Elev. V DESCRIPTION E Q 34 j CD rn 0 34 SM Dark brown silty SAND (Topsoil) Brown crushed surfacing TOP COURSE, with roots to 1% plastic at 1' OL 1 33 Dark brown sandy SILT, medium stiff, moist, with trace gravel ML 2 32 Red silty SAND medium dense to dense, wet, with gravel (Uncontrolled Fill) SP Grey SAND, medium dense, wet SP 3 s+ Brown silty SAND, medium dense, heavy mottling decreasing at IT Sparse roots to 3.5' t ❑ 4 30 SM 5 29 Blue grey SAND with some gravel a Becomes coarser with depth SP-SW 6 28 Bottom of test pit at 65. 7 27 8 i6 9 25 10 24 11 23 12 17 Hawk's Landing Job No.: 09BO44 Materials Testing & Consulting, Inc. June 4, 2009 Materials Testing & Consulting, Inc. Log of Test Pit 6 (Page 1 of 1) Hawk's Landing Date Started 5-8-09 Renton. WA Date Completed 5-8-09 Sampling Method Grab sampling Location 390' N. 25' W of SE Property Corner Logged By A Isle Geotechnical Site Investigation LLL C Surf U = y a Elev v ¢ DESCRIPTION E m 34 cn X 0 34 SM ASPHALT PAVEMENT Brown gravelly SAND, dense, moist SW 33 MIL Brown SILT with some sand, medium stiff, moist, with some roots throughout, with trace gravel Grey brown SILT, medium stiff to stiff, moist, heavily mottled throughout 2 32 li 3 31 ML 4 30 Brown to grey brown SAND, medium dense, moist to saturated, with gravel to 2" diameter, heavily mottled throughout 5 29 SW 6 28 ML Dark grey brown SILT, stiff to medium stiff, moist, with some sand, with small roots to 1/8" diameter throughout, with small pockets of organic debris (partially decomposed wood) 3 7 27 Bottom of test pit at 7.0'. $ 26 9 25 10 24 11 23 12 18 Hawk's Landing Job No.: 09BO44 Materials Testing & Consulting, Inc. June 4, 2009 Materials Testing & Consulting, Inc. Log Of Test Pit 7 (Page 1 of 1) Hawk's Landing Date Started 5-8-09 Renton, WA Date Completed 5-8-09 Sampling Method Grab sampling Location 690' N, 10' W of SE Property Corner Logged By A Isle Geotechnical Site Investigation ar LL m C Surf = J n Elev. U a- DESCRIPTION O 32 � E 0Cn 0 32 PHALTPAVEMENT SM-ML T�rBr.wnsandy SILT, soft, moist, mottled with roots throughout (Fill) 1 31 Grey sandy SILT, soft to medium stiff, moist, heavily mottled throughout, trace small roots (Fill) SM-ML jjjf��] Light brown silty SAND, medium dense, moist, heavily mottled, with trace gravel 2 30 Pit walls cave readily below 2' ❑ 3 29 at 3.0', small interbeds of sand, slow seepage SM 4 28 5 27 6 26 SP Grey SAND with trace gravel, medium dense, saturated, sand fine grained 3 Bottom of test pit at 6.5'. 7 25 8 24 9 23 10 22 ?1 12 U9 Hawk's Landing Materials Testing & Consulting, Inc. Job No.: 09BO44 June 4, 2009 Appendix C. Laboratory Results Sieve Report Project: Hawks Landing Date Received: 8-May-09 ASTM D-2487 Unified Soils Classification System Project #: 09BO44 Sampled By: A. Isle GW, Well -graded Gravel with Sand Client: Hawks Landing, LLC Date Tested: 15-May-09 Sample Color: Source: TP-I @ 1.8 Tested By: T. Baggennan Brown Sample#: 090061 DI„ = 0.218 mm % Gravel = 66.0% Coe f .. of Curvature, Co.= 0.32 Specifications Dtlo1=0.318 mm % Sand =32.3% Coeff.ofUniformity,Cl, =0.02 No Specs D,2.660 mm % Silt & Clay = 1.7% Fineness Modulus= 5.62 Sample Meets Specs ? Yes D= 11.178 mm Fracture %= n/a Liquid Limit = 0.0% D,6o1= 14.603 mm Moisture %. as sampled= n/a Plastic Limit = 0.0% Dt9�1= 34.920 mm Plasticity Index = 0.0% Actual Interpolated Grain Size Distribution cumulative Percent Cumulative Percent Sieve Size Spec Spra US Metric Passing Passing Max I Min 100% •`i5 g� 2e� r F!e' -1+ lrrAT1►� - rtr#= II 7 A - r - 100.0% 6.00" 150.00 100% 100.0% 0.0% 4.00' 100.00 100% 100.0% 0.0% it I I I I 1 1 1 1 1 1 1 I I'll I I I I I I I I I I I I 3.00" 75.00 100% 100.0% 0.0%�% IIII 1 I IIII I I I I IIII I I I I IIII I I I I 1 i i 1_1 _ _ _ I i 1_I _i _I _ _ _ i 1 i 1_I i _ i 1 i 1 i i _ I_ _ 90.0% 2.50" 63.00 1000/0 100.00/0 0.0% III 1 1 I II 11 I I I I IIII 1 1 I I I111 I I I I I I 1 1 1 I I 1 1 1 1 I I I I I I I I I I I I III 1 1 1 1 1 2.00" 50.00 100% 100. 0% 0.0% 1 1 1 1 1 1 1 1 IIII I I I 1 -11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.75" 45.00 100% 100.0% 0.0"/e 80% WL1a_I 4_-41JI-I4J-4_-4I4I-IJ4_l-_LI11JJJ_L_ 80.0% 111111 I II III I I I 'IIIIIII 1 1.50" 37.50 100% 100.0% 0.0% 11111I 11 1111 1 1 till 1 1 1 1 I I I I 1 1 1 1 IIII I I I 1 1.25" 1.t10" 31.50 25.00 79% 100% 79% 100.0% 100.0% 0.0% 0.0% 70% I111I I 11 it I I I 'IIII I I I I Jill I I I nr11-I--irin-t-I-r--'TIrn77-r--'nrli ri-r- 70.0% 1 1 1 I 11 I I I I I I lilt I I I I lilt I I I I 7/8" 22.40 76% 100. 0% 0.U% IIII I I l e IIII 11 1 1 111 1 1 1 1 I III 1 1 1 1 1 3/4" 19.00 72% 72% 100.0% 0.0% 60% IIII 1_I _I _ _ I I I_I _I _I _ I _ _ 111 1_I 1 1 _ I _ _ I 1 I 1 I I 1 _ I _ ° I I I I 1 1 1 I 111 I I I (].Q 5/8" 16.00 64% 100.0% 0.0"/0 1 I 1 I I I I I I I I 11 I I 1 IIII I I I 1 . n I I 11 1 1 I I 1 1 1 1 1 I I III '� 12" 12.50 54% 54% 100.0% 0.0% W 50% 1 1 I I I WLIJ_I_J_ JIJwJ-I-1--'414.wJJ-L-_,1ILIJJJ-t-- 50.0% 3/8" 9.50 44% 44% 100.0% o.0% a IIII 1 I 1 IIII 1 1 1 I III 1 1 1 I 1 1 1 1 d 1/4" 6.30 ' I1111 1 I I111 I I I 'I11111 1 I 11111 I I I I I I I I I 1 CL #4 4.75 34 % 37% 34% 100.0% 100. 0% 0.0% 0.0% 40% I 1 11I I I 11 1 91111 I I 1 n r 11 -1- -,-1 - r - - f 1 T 1� 1 1 - r - - ri T I l i '7 - r - 40.0% #8 2.360 29% 100.0% 0.0% 11 1 1 1 I 1 I I I 1 1 1 1 l 1 1 1 1 1 1 1 11 1 t I I I I lilt I I I 11 l l I I 11 1 t I I I 1 . 1 1 1 1 1 1 1 1 #10 2.000 29% 29% 100.0% 0.0% 300� 1 I i i 1 i _I _ 1 _ _ 11 i 1_I _ _ t - - i 1 i 1 1 i -i _ 1 - _ 11 I i 1 1 1 1 _ 30.0% #16 1.180 27% 100.0% M 0.1a/p I1111 1 1 I1111 I I I11111 11 I1111 � �- � 11111 11 1111I 1 1 1 II I I 1 I 'lllll I I I #20 0.850 26% 26% 100.0% 0.0% �% 111 1 1 1 1 1 1111 1 1 1 I I 11 1 I I 'III 1 1 I I I Ld LIJ _I_1__JIJ LIJ _I_1__111 JJ_L __LILIJJJ_L_ 2000� #30 0.600 20% 100.0% 0.0% III 1 1 I I 'IIII I I I 1 111 1 I I I IIII I I I 1 #40 0.425 16% 16% 100.0% 0.0% I I I I I I I I I I I I I IIII 1 I I 1111 I I I I #50 0.300 9% 100.0% 0.0% 10% III11 1 I �.II II 1 1 1 I 'IIII I I I I I111 I I I I nriI-I-r--YITI,1-1-r--Tit: t nrn7�-r- 10.0% #60 0.250 6"/0 6% 100.0% 0.0% III 1 1 1 I IIII I I I I I111 1 I I� IIII I I I 1 III 1 1 I I IIII I I I t III I I I I ,i. IIII I I I I #80 0.180 4% 100.0% 0.06/0 0% 0.0% #100 0.150 3% 3% 100.0% 0.00/6 100.00 10.00 1.00 0.10 0.01 #140 0.106 2% 100.00/0 0.00/0 #170 0.090 2% 100.0% 0.00% Particle Size (mm) #200 0.075 1.7% 1.7% 100.0% 0.0% i Sine S¢o ­y Max Spec M. sp- copyrigh spmm ffix to; & ToMk.] Smioes PS, I996-98 All reulb apply onM loac"ral local -Mr aIstested Aamumal Jn tWlnn to denL, tee publKard ouJI all epmb ale submitted a the con6dm1 b1 property of den s. and authorintmn forpublrmo no f sbtemmh oomino re orex woc fmmor rrEawrE nm rrpnns 1s reeen'e" p-nn, our wmm appm Comments: Reviewed by: - - 20 Hawk's Landing Job No.: 09BO44 Materials Testing & Consulting, Inc. June 4, 2009 Sieve Report Project: Hawks Landing Date Received: 8-May-09 ASTM D-2487 Unified Soils Classification System Project #: 09BO44 Sampled By: A. Isle SM, Silty Sand Client: Hawks Landing, LLC Date Tested: 15-May-09 Sample Color: Source: TP-2 @ 4.5 Tested By: T. Baggerman Gray Sam le#: 090063 D,.,= 0.013 mm %Gravel = 0.0% Coeff. of Curvature, Cr = 0.72 Specifications Dl01=0.027 mm %Sand=72.2% Coeff.ofUniformity,Cii=0.28 No Specs D,,ol- 0.088 mm %Silt & Clay= 27.8% Fineness Modulus= 0.89 Sample Meets Specs ? Ves 4%,= 0.191 from Fracture %= n/a Liquid Limit = 0.0% DIRIt1= 0.232 mm Moisture %, as sampled = n/a Plastic Li mit = 0.0% D,y,,,= 0.519 mm Plasticity Index = 0.0% ASTM C-136 ASTM D-4318 Actual Interpolated Cumulative Percent Cumulative Percent Grain Size Distribution Sieve Size Specs Specs US Metric Passine Passine Max min 100% .ofio.N�!��o= =e +,�-��a•7Tti•M�f•T :�r�o��i#r tr#+ r►Z tR I -I T -1 - r 100.0% 6.00" 150.00 100% 100.0% OAK 4.00" 100.00 100% 100.0% 0.0% III I I I I I III I I I I I I I I I I I I I I I I ] I I I I III I I I I 'II I I I I 'IIII IIIII 11 1 1 3.001, 75.00 100% 100.0% 0.0% 90% 11 i I_I _I _ 1 _ _ I111 I i _I _ L _ _ 1111_I _i _ t _ _ i 1 i 11 1 0 - i - 90.0% I I I I I I I 11 1 1 I 1 I T I I I 1 1 1 1 2.50" 63.00 100% 100.0% 0.00/0 : I I I I I 11 IIIII I I JI IIII 1 1 IIIIII 11 IIIIII I I 2.00" 50.00 100% 100. 0% 0.0% n I 1 I I I fill I I I 1 t 1 1 1 1 1 1 1 lilt I I I I 1 .75" 45.00 1001/. 100. 0% 0.0% 80% U L I J -I - 4 - _ 414 1-I -44-- - 4111J 4 _ 4 - - 1I 11 a 4 4 - L- - 80.0% I111 I I111 t l 1 IIII 1 I1I 1 1 I 1.501, 37.50 100% 100.0% 0.0% JIIIII I 1 11 11 11 1 1 I I 1 1 1 1 1 1 11 t I I I I 1.25" 31.50 ° 100% 100.0% 0.0% 70% IIII 11 1 IIIII I I I 11 1 1 1 1 I 1 1 1 1 1 1 1 1 e nrn-1-T--Tnrn-l-r--T1n�T� r--Inn�T�-r- 7D.Ok 1.001, 25.00 100% 100.0% 0.0% Jill1 1 I I lilt I I I 1 II11 1 I I I IIII 11 1 1 7B" 22.40 100% 100.00/0 0.0% 60 % I111 1 1 1 11 I11 1 1 1 I I 1 1 I I I I II111 1 1 1 111 1 1 I _I _ I _ _ I1 11 1 _I _I _ I _ _. I I I I_I I I I _ _ 111 1 1 1 - - 60.0% 3/4" 19.00 100% 100.00/. 0.0% C I111 1 I I IIIII 1 1 1 IIII 1 1 I I I11I I I I 1 11 I I I t l I I I I 11 1 1 I I I I I I I I I I I C 518" 16.00 100% 100.0% 0.0% 'N I I tll 111 I 1 till I I I 1 IIII I I I I111 I I I 1 N 1/1" 12.50 1000/0 100.0% 0.0% 0 50% A U LIJ _I- 4 _ _ 4141J J J _ 1 - - 4111J -I J - - 11114 4 J - t- 50.0% Vl 3/8" 1 /4" 9.50 6.30 100% 100% 100.0% 100. 0% 0.0% 0.0% a. ' 40% III 1 1 1 I I I 10 1 1 1 1 IIII I I I IIII 11 1 1 IIII I I 1 ' 11 11 1 1 1 1 n 1 t 11 1 I 111 1 1 1 1 1 d lilt I I I 11 I I I I I 1 I I I I I I I I 11 1 1 1 1 1 I ° -YIIrll-t- --'TIrnT -f -r 40.0/ #4 4.75 100% 100.0% 0.0% nn-1-1--Trrtrl�T7-r- lilt1 I I I 11 1 1 I I I I Ill I I I 1 ` till I I I I #8 2.360 100% 100.01/6 0.0% pill I I I IIIII I I I IIIII I I R lilt I I I I # 10 2.000 e 100% o 100 /0 100. 0% e 0.0 % 30 % I I I I I I I I I t l l _I _I _ 1_ -' I I I t_I t 1_ I _ _�' 1111 1 1_ I _ 3fl.Op� lilt 11 1 11 1 1 1 I t 1 III 1 1 I I I I I I I 1 #16 1.180 100% 100. 0% 0.0% I111 1 1 1 I111 I I I 1 IIIII 1 1 I IIII 11 1 I 1 #20 0.850 100% 100% 100. 0% 0.01/0 20 % I I I I I 1 1 11 1 1 I I I 1 111 1 1 1 I 1 1 1 I I 1 1 1 LI LIJ _I _ 1 _ _ 414 LJ J _I _ 1 _ _ 411 IJ 1 J _ 4 - - 11 L14 4 J _ L _ 20.(] % #30 0.600 97% 100.0% 0.00/0 11 1 1 1 I 1 11 1 1 1 1 1 1 111 1 1 1 I 1 I I I I I I I I I I I #40 0.425 95% 95% 100.0% 0.0% I I 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1 1 1 1 I 1 I I I I I I11 1 1 1 I ll ll l 1 1 1 II11 1 1 1 1 IIIII I I I #50 0.300 73% 100.0% 0.0% 1o% nrn-1-T--4:4"'-r--Tlr1rl�-r--IIII T7-r- 10.0% I I I 1 1 1 1 1 IIII 1 1 I 1 ' 1 1 1 1 1 1 1 1 #60 0.250 65% 65% 100.0% 0.00/0 I I I 1 11 1 1 I I I I I I I 111 11 1 1 1 1 I I I 1 1 1 1 1 III 1 1 1 1 I #80 0.180 47% 100.0% 0.0% 0% 0.0% #100 0.150 40% 40% 100.0% 0.00/0 100.00 10.00 1.00 0.10 0.01 #140 0.106 33% 100.0% 0.0% Particle Size (mm) #170 0.090 30% 100.0% 0.0% #200 0.075 27.8% 27.8% 100.0% 0.0% (MYT.gh $ n Ii, m " & rah,l, l �a- Ps, 19oF.op %li tmib apply mly l"who I 1"o -amitnalrnala le.Ied Aa a rmrnral mlwh m In d-L,. l lr �tl M1llc aN auntM1R. all rtem la aF aM1nuned a<tla trnadml W Preprn' nl dlerl S aN auNnrinllnn lrr runlr Nnn n l ,Lilcma�la. a rx ll,I�.rr � re,Rsl< Immn r rrpaduR ourrep.°sureserved pmdmp my-.mm appm al Comments: Reviewed by: >e-� 21 ' Hawk's Landing Materials Testing & Consulting, Inc. Job No.: 09BO44 June 4, 2009 Moisture Content - ASTM C-566, ASTM D-2216 & AASHTO T-265 Sample ID Location Tare Wet + Tare Dry+ Tare Wgt. Of Moisture Wgt. Of Soil % Moisture 090061 TP-1 @ 1.8 912.4 3502.7 3300.2 202.5 2387.8 8.5% 090062 TP-2 @ 2.2 918.6 3024.0 2805.5 218.5 1886.9 11.6% 090063 TP-2 @ 4.5 849.4 2601.0 2326.0 275.0 1476.6 18.6% 090064 TP-7 @ 2.0 747.5 26986 2281.0 417.6 1533.5 27.2% nnr 11 xmd. ns•munu1 ryniu"rncl—the ryhkrM -r.rk.,.Irrl pr Mr nl cl ar...d.ud.,.�r n�n[,r �uhloii.�n of mivrenti. ennclu.nn.mannn. hnm rr rep..fmp n.r rq.�re. rca�vl perlmp nor w.[nn 4,nn. d. Reviewed by: ON Ha%yk's Landing Materials Testing & Consulting, Inc. Job No.: 09BO44 June 4, 2009 Appendix D. Limitations and Use of This Report The following is adapted from "Important Information About Your Geotechnical Report" provided by ASFE The Best People On Earth; www.asfe.org; and "The Geotechnical Engineering and Environmental Services Standards of Care with Respect to Mold Potentials 1998 — 2003" by ASFE The Best People On Earth. Geotechnical Services are Performed for Specific Purposes, Persons, and Projects Materials Testing & Consulting, Inc. (MTC) services are structured to meet the specific needs of their clients. A geotechnical engineering study conducted for a civil engineer may not fulfill the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is unique, prepared solely for the client, no one except you should rely on your geotechnical engineering report without first conferring with the geotechnical engineer who prepared it. This report may not be applied to any purpose or project except the one originally contemplated. A Geotechnical Engineering Report is Based on a Unique Set of Project -Specific Factors The scope of study for which this geotechnical report was prepared considered several unique, project - specific factors. These factors include, but are not limited to: the clients goals, objectives, and risk management preferences; the general nature of the structure involved, its size and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless MTC specifically indicates otherwise, do not rely on this report if it was: not prepared for you; not prepared for your project; not prepared for the specific site explored; or completed before important project changes were made. Typical changes that can reduce the reliability and application of this report include those that affect: the function of the proposed structure; elevation, configuration, location, orientation, or weight of the proposed structure; compositions of the design team; or project ownership. Changes made to the project following completion of this report should be made known to MTC so that MTC can assess the potential impact of such changes and make any necessary modifications to our interpretations and recommendations in writing. Subsurface Conditions Can Change This report is based on conditions that existed at the time the study was performed. The interpretations, conclusions, and recommendations in this report may be affected by: the passage of time; by man-made events, such as construction on or adjacent to the site; or by natural events, such as floods, earthquakes, or groundwater fluctuations. MTC should always be contacted to determine if the report is still reliable. Most Geotechnical Findings Are Professional Opinions Site exploration utilizes test borings and/or test pits that are widely spaced over ground area relevant to a unique scope of work; additionally, soil samples are taken at variable spacing over the depth of exploration. The variability of subsurface conditions may exceed that of the site investigation program. MTC reviews field and laboratory data and then apply professional judgment to render an opinion about subsurface conditions throughout the site. Actual site subsurface conditions may significantly deviate from those indicated in this report. Retaining MTC to provide construction observation is the most effective method of managing the risks associated with unanticipated conditions. 23 Hawk's Landing Materials Testing & Consulting, Inc. Job No.: 09B044 June 4, 2009 A Report's Recommendations Are Not Final Do not over -rely on the construction recommendations included in this report. The recommendations in this report are not final; they are developed principally from the judgment and opinion of MTC staff. MTC's recommendations are contingent upon observing actual subsurface conditions revealed during construction. MTC cannot assume responsibility or liability for the report's recommendations if MTC does not perform construction observation. A Geotechnical Report May be Subject to Misinterpretation Misinterpretation of this report by members of the project design team not employed by MTC can result in costly problems. This risk may be reduced by having MTC confer with appropriate members of the design team after submittal of this report. MTC should be retained to review pertinent elements of the design team's plans and specifications. To avoid misinterpretation of this report by contractors, MTC may be retained to participate in pre -bid and pre -construction conferences, and by providing construction monitoring. Do Not Redraw The Exploration Logs Geotechnical engineers and geologists prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproductions are acceptable, but recognize that separating logs from the report can elevate risk. Give Contractors A Complete Report and Guidance Some owners and design professionals mistakenly believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give contractors the complete geotechnical engineering report, but preface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposed of bid development and that the report's accuracy is limited; encourage them to confer with MTC and/or to conduct additional study to obtain the specific type of information they need or prefer. A pre -bid conference can also be valuable. Be sure contractors have sufficient time to perform additional study. Only then might you be in a position to give contractors the best information available to you, while requiring them to at least share some financial responsibilities stemming from unanticipated conditions. Read Limitations Provisions Closely Some clients, design professionals, and contractors do not recognize that geotechnical engineering and engineering geology are far less exact than other engineering disciplines. This lack of understanding has created unrealistic expectations that have lead to disappointments, claims, and disputes. To help reduce the risk of such outcomes, MTC includes limitations in this report. Read the limitations closely and contact MTC if you have any questions regarding these provisions. Environmental Concerns Are Not Addressed In This Report The equipment, techniques, and personnel used to perform an environmental site assessment study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical engineering report does not usually relate any environmental findings, conclusions, or recommendations. 24 LANDAU ASSOCIATES December 24, 2009 City of Renton Planning Division 1055 South Grady Way Renton, Washington 98057 Attn: Jennifer T. Henning RE: ARCHAEOLOGICAL ASSESSMENT CITY OF RENTON HAWK'S LANDING PROJECT RENTON, WASHINGTON Dear Ms. Henning: This letter report outlines the archaeological assessment that was conducted for the Hawk's Landing project area and will support the environmental compliance documentation effort by the City of Renton (City). This report addresses cultural resource -related compliance requirements pertaining to state -funded projects, as outlined in the Revised Code of Washington and Washington State Governor's Executive Order 05-05. The City provided the following information regarding the project location and proposed improvements. The proposed project is located in the City of Renton, Washington in Section 32 of Township 24 North, Range 5 East. The proposed improvements will consist of the following: a stormwater system and water pipelines that will be located in currently paved areas of the Lake Washington Boulevard right-of-way and a 1,000-foot-long by 20-foot-wide trail segment extending in a southeastern direction from Lake Washington Boulevard to Interstate 405 (I-405). The proposed trail segment will be distributed atop stream terraces in a forested area on the north side of May Creek just south of the existing industrial area. Ground disturbance associated with the trail segment will not exceed 50 centimeters (cm) below ground surface (BGS). This letter report summarizes the environmental and cultural context of the project area, and the results of Landau Associates' archaeological survey. Although no cultural materials were identified in the project area, recommendations for treatment of unanticipated discoveries, if any, made during the subsequent construction phase are also included in this letter report. ENVIRONMENTAL AND CULTURAL CONTEXT The following sections provide overviews of the natural and cultural history of the Hawk's Landing project area and include summary descriptions of physiography, hydrography, climate, geology, soils, flora, fauna, prehistory, ethnohistory, local Native American place names, and history. 130 2nd Avenue South 9 Edmonds, WA 98020 • (425) 778-0907 • fax (425) 778-6409 • www.landauinc com Environmental Setting The Hawk's Landing project area is situated within the Puget Trough, a physiographic province dominated by Puget Sound and bounded by the Olympic Range to the west and the Cascade Range to the east (Franklin and Dyrness 1988; Weaver 1937). The littoral zone in the region is characterized by a concave shoreline of narrow beaches fronted by precipitous bluffs, while the interior areas are characterized by forested north -to -south -trending upland plateaus of subdued relief dissected by numerous drainages. Glacial scouring during the Vashon Stade of the Fraser Glaciation 12,000 years ago created generally north- or south -trending drainages and lakes. Lake Washington is an extensive, glacially scoured trough filled in by glacial meltwaters at the end of the Pleistocene era approximately 18,000 to 14,000 years ago that is located approximately .20 mile west of the project area. The lake covers an area of 21,500 acres (87.6 square kilometers), averages 108 feet (ft) [32.9 meters (m)] in depth, is fed by both the Cedar and Sammamish rivers, and is connected to Puget Sound via Lake Union and the Washington Ship Canal, which was constructed in 1916 (King County website 2009). Lake Boren is situated 1.5 miles to the east of the project area. The shoreline along Lake Washington, in the project vicinity, is characterized by a zone of narrow beaches fronted in places by precipitous bluffs while the interior areas are characterized by forested north -to -south -trending upland swales atop plateaus of subdued relief dissected by drainages. Drainages are steep and deeply incised, and trend northwesterly. The primary drainage in the project area is the northwest -flowing May Creek, which empties into Lake Washington opposite the southern end of Mercer Island. The elevation of the project area is approximately 25 ft above sea level (ASL) although elevations exceed 400 ft ASL in the Newport Hills area approximately 1.5 miles to the northeast (USGS 1973). Given the influence of maritime and continental air masses, the climate of the project area is characterized by dry summers and wet winters with mild temperatures and moderate -to -heavy precipitation (Franklin and Dyrness 1988). The following specific data were derived from a local weather station between 1931 and 2006 (Western Regional Climate Center website 2009). Average recorded temperatures for the project area ranged from 75°F in July to 35°F in January. The average annual precipitation recorded for this weather station was 38 inches. Regionally, rainfall averages between 30 and 35 inches annually, although the presence of the Olympic Range to the west creates a rain shadow effect for the western part of Puget Sound (Franklin and Dyrness 1988; Luzier 1969). Geology and Soils The most extensive glacial deposit evident in the project vicinity is the Vashon Drift till consisting of unsorted, unstratified, compact clay, silt, and sand, gravel with interbedded stratified sand, 12Y24109 P.%82910081FileRm\RVkchaeological Assessment_ttrrpl.doc t.ANDAu ASSOCIATES 2 silt, and gravel. Vashon Drift was deposited approximately 18,000 to 14,000 years ago by a continental ice sheet approximately 3,500 to 4,500 ft thick during the Fraser Glaciation (Dragovich et al. 2002; Thorson 1980; Wright and Frey 1965; Wright and Porter 1983). The Hawk's Landing project area exhibits a combination of alluvial overbank and stream channel deposits comprised of silt, sand, and gravels distributed across low stream terraces on both sides of May Creek. The primary soil type within the Hawk's Landing project area is Norma sandy loam formed from alluvium on floodplains with 0 to 2 percent slopes. The typical profile consists of sandy loam to a depth of 60 inches (150 cm) BGS. In addition, Alderwood gravelly sandy loam is located within the project area just south of May Creek and comprises the remainder of the southern portion of the project area. Alderwood gravelly sandy loam is formed from a mixture of basal till and volcanic ash on till plains and moraines. The typical profile consists of 12 inches (30 cm) of gravelly sandy loam over very gravelly sandy loam extending to a depth of 60 inches (150 cm) BGS (MRCS website 2009; Snyder et al. 1973). Flora and Fauna The biotic communities in the Renton area were historically not limited to the current distribution of plants and animals. Historic, ethnographic, and archaeological data in the vicinity attest to the diversity of floral and faunal resources that were locally available for human procurement that were used for food, medical purposes, tools, and adornment. Moreover, the complex physiography of the area with its mosaic -like distribution of resources from upland forest to riverine and lake margin environments facilitated this rich biotic community. The project area lies within the western hemlock (Tsuga heterophylla) zone of the Puget Lowland, which also contains Douglas fir (Pseudotsuga menziesh), western red cedar (Thuja plicata), red alder (Alnus ruhra), and big -leaf maple (Acer macrophyllum) with an understory of bracken fern (Pteridium aquilinum), sword fern (Polystichum munitum), Oregon grape (Berheris nervosa), salal (Gaultheria shallon), and berry vines (Rubus spp.) (Franklin and Dymess 1988). Historically, deer (Odocoileus spp.), elk (Cervus canadensis), black bear (Ursus americanus), cougar (Fells concolor), and coyote (Canis latrans) lived in the Renton area. These mammals have extensive ranges and were at one time common in both bottomland and uplands. Riverine, lacustrine, and upland habitats within and proximal to the Hawk's Landing project also supported a diverse array of smaller mammals, birds, and fish (Dalquest 1948). Lake Washington supports populations of sockeye salmon (Oncorhynchus nerka), cutthroat trout (O. clarki), rainbow trout (O. mykiss), longfin smelt (Spirinchus thaleichthys), prickly sculpin (Cottus asper), and threespine stickleback (Gasterosteus aculeatus) (Williams et al. 1975; Wydoski and Whitney 1979). 12t24t09 P-\829\008\FileRm\RWrchaeologicalAssessment Itrtpt.doc LANDAuAssocIATES 3 Prehistory Cultural change in Northwest Coast prehistory is evaluated on temporal and spatial variations in archaeological assemblage, subsistence, and settlement patterns within regional environmental contexts. The prehistoric record for Puget Sound is divided into three broad chronological periods: the early [13,000-5,000 years Before Present (BP)], middle (5,000-1,000 years BP), and late (1,000-250 years BP). The early period is characterized by chipped stone tools such as fluted projectile points, leaf -shaped projectile points, and cobble tools with associated core and blade industries. Subsistence patterns exhibit a reliance on inland hunting supplemented with fishing and marine invertebrate procurement in riverine and littoral contexts. Settlements were typically located on upland plateaus or river terraces, although littoral occupations may have been inundated by seismic or eustatic processes during the Holocene (Carlson 1990; Kidd 1964; Nelson 1990; Wessen and Stilson 1987). The middle period represented a proliferation in tool diversity within regional assemblages. Notched stone projectile points were characterized by a decrease in size, and toolkits were supplemented with groundstone, bone, and antler industries. Subsistence practices showed an increased orientation toward marine and riverine habitats; shellfish, salmon, and sea mammals became more important resources during this period. Shell middens appear in the archaeological record during this period. Occupation areas expanded to include modern shorelines and islands in Puget Sound, characterized by the earliest evidence of seasonal village sites (Carlson 1990; Kidd 1964; Nelson 1990; Wessen and Stilson 1987). The late period is characterized by assemblages containing exotic trade goods imported from indigenous populations in the Columbia Plateau, as well as metal arrowheads and trade beads from Euro-American groups. Small side -notched and triangular stone projectile points persisted but were superseded by an emphasis on bone and antler tools. Salmon became a major staple, indicated by the construction and maintenance of elaborate fish weirs. Aquatic subsistence practices were supplemented by terrestrial hunting and plant procurement. Permanent, ethnographically described village sites were established and persisted into the historic period (Carlson 1990; Kidd 1964; Nelson 1990; Wessen and Stilson 1987). Ethnohistory During late historic times, Southern Coast Salish Indians occupied the Puget Sound area, from the Skagit River in the north to the Deschutes River near present-day Olympia in the south, reaching inland to the Cascade Range crest. The project vicinity is located in the traditional territory of the Duwamish Tribe (Duwamish), a coast Salishan group that oriented their settlement -subsistence systems toward the saltwater, riverine, and inland environments around Puget Sound (Ruby and Brown 1992; Suttles and 12/24/09 P:\8291008\FFIeRm1RlArchaeologlcal Assessment ItrMt.doc LANDAU ASSOCIATES 4 Lane 1990; Swanton 1952). The Southern Lushootseed-speaking Duwamish (Dxwdewabs) Tribe's territory included the Black River, Cedar River, Green River, and White River drainage areas, extending from Puget Sound to the foothills of the Cascades. The name Duwamish is said to mean "inside the bay people" (Ruby and Brown 1992; Suttles and Lane 1990; Swanton 1952). The Duwamish are currently a non -federally recognized tribe whose ancestors greeted the first white settlers that arrived in what was to become the city of Seattle (Ruby and Brown 1992; Swanton 1952). Upon the signing of the Treaty of Point Elliott, the Duwamish were assigned to the Port Madison Reservation on the Kitsap Peninsula. However, the Port Madison Reservation was in the traditional homeland of the Suquamish who felt the Duwamish were infringing on their territory (Ruby and Brown 1992). By the winter of 1856, many of the Duwamish had returned to their traditional homeland. Some settled on the Muckleshoot Reservation while other Duwamish chose not to live on the reservations at all. The Duwamish that chose not to settle onto various reservations have tried repeatedly to gain federal recognition only to be denied by the U.S. government (Ruby and Brown 1992). The project area also falls within the ceded territory of the Muckleshoot Tribe, which consists of those tribes who signed the Treaty of Medicine Creek in 1854 and the Treaty of Point Elliott in 1855 (Ruby and Brown 1992). The tribes that make up the Muckleshoot Reservation and signed the Medicine Creek Treaty included the Skipahmishes or Green River Indians; the Stakamishes, or White River Indians; and the Smulkamishes, whose traditional territory encompasses present-day Enumclaw (Ruby and Brown 1992). After signing the Medicine Creek Treaty, the Green and White River Indians were relocated to the Nisqually Reservation with a provision that they could be moved to a more suitable place. In 1856, Washington Territory Governor Isaac Stevens established the Muckleshoot Reservation, located on Muckleshoot Prairie between the White and Green rivers (Ruby and Brown 1992). The Southern Coast Salish oriented their settlement -subsistence systems toward the saltwater, riverine, and inland environments within their territories. As with other western Washington groups, the Duwamish and Muckleshoot peoples relied on salmon as a staple resource. They established fishing stations along area rivers and streams, and traveled to troll the saltwater from which they harvested various salmonids and shellfish (Haeberlin and Gunther 1930; Suttles and Lane 1990). The focus of the Duwamish and Muckleshoot yearly cycles was the permanent winter village, which consisted of one or more cedar plank longhouses in which several related families resided (Noel 1980; Suttles and Lane 1990). At other times of the year, they used temporary pole and mat structures that were easily transported. Winter villages may not have been completely abandoned during the warmer months as family groups moved seasonally to various environmental zones to harvest abundant resources, process them for storage, and transport the supplies to the permanent village (Noel 1980; Suttles and Lane 1990). 12/24/09 P:W29kOMFileRmIMArchaeologicalAssessment_krrpt.doc LANDAuAssocIATES 5 Subsistence revolved around seasonal harvests of salmon and shellfish, including butter clams, littleneck clams, horse clams, geoduck, Olympia oysters, mussels, snails, and barnacles (Haeberlin and Gunther 1930; Noel 1980; Suttles and Lane 1990). Fish were caught using wooden weirs, woven nets, and rakes (Haeberlin and Gunther 1930; Suttles and Lane 1990). In addition to marine resources, plants and berries were gathered including camas, hazelnuts, red elderberries, blackberries, salmonberries, salal berries, thimble berries, dandelion roots, wild carrot, onion, and wapato (Haeberlin and Gunther 1930; Noel 1980). Hunting land mammals provided a large share of food for these groups; men specialized in the pursuit of deer, elk, bear, and beaver (Haeberlin and Gunther 1930; Noel 1980; Suttles and Lane 1990). Native American Place Names The area surrounding Renton exhibits many ethnographic locations in the form of toponyms, or place names, that describe areas associated with Coast Salish tradition, settlements, and subsistence. These traditional places are located along the shores of Lake Washington and along the length of the Duwamish River, Black River, and Green (White) River. The ethnographer T.T. Waterman noted that the survival and oral transmission of place names varied according to tribal recollection, and his informants admitted that many locations were lost to tradition over time (Waterman 1922, 2001). Native American place names include geographic features or names associated with traditional subsistence locations. Place names near the project area include Tugwi'tLOs meaning "red face," for a bluff located east of Renton; Cba131u, meaning "place were things are dried," for May Creek where large amounts of red fish were taken; Kwa'kwau, for a small promontory; P3E'swi , meaning "pressed, crowded back," for a place at the foot of Lake Washington, opposite the south end of Mercer Island; Spa pLxad, or "marshes" for wetlands at the south end of Lake Washington and east of the Black River; Cige'd, meaning "head or source," where the Black River flows out of Lake Washington; ct3u'IEgwEli, meaning "resembling a trail," for a creek that drains into a swamp where silver salmon were caught and a fish weir was located; tuwa'Ldad3-aL3t or "Jack salmon's home or King Salmon house," for a deep place in the Black River were abundant salmon were located in the summer; bstsxEbe'dats, meaning "place of ironwood," where people went to gather ironwood; blsxu'gld, "where there are cranes," for a swamp located west of the Duwamish River; t awe'dltc, meaning "river duck," for level land below the mouth of the Black River; and sgali'ls or "bad looking, the rocks are ugly," for a highland area that extends down to the Duwamish River (Waterman 2001). Some toponyms are suggestive of mystical happenings and include a location named Sq!u'1'ats ("dirty face") where the Grandmother of South Wind (Grandmother) lived (Waterman 2001). The mottled sediments exposed in the bluffs are the basis for the name and describes the squalid fate of Grandmother when her people left (Waterman 2001). Another location on 12124109 PW29\0081FileRm\RWrchaeological Assessment_ltrrptdoc LANDAU ASSOCIATES 6 the west side of the Duwamish River is called hOtcsa'tci ("cut in two with reference to the hand"; Waterman 2001). Other toponyms are suggestive of village locations and include: Sa'tasakaL or "water at the head of a bay" for a village site north of the project area; Sex?itclb ("place where one wades") for an old village site at present-day Bryn Mawr; Sgoa'1-qo ("meeting of rivers"), a village site at the location of the confluence of the Black River and Green River; Stu'bla ("North -Wind"), located on a hillside south of the present-day Interurban Bridge where North -Wind had an ancient village; Sba'badi'd ("crags") for a deep hole in the Black River with cliffs on both sides where a village was located; and TuzE'b-qo ("confluence"), designating a village at the confluence of the historic Cedar and Black rivers (Waterman 2001). Currently, Indian tribes are concerned about development that occurs within their ceded territories and traditional use areas. These tribal groups often want to protect cultural properties, which include archaeological, traditional procurement, historic or landmark, and religious sites (Kennedy 1993). History Although Russian, Spanish, and British naval expeditions are thought to have penetrated the coastal waters off Washington as early as the middle 1500s, British Captain George Vancouver's arrival in 1792 marks the earliest undisputed record of Euro-American contact in the Puget Sound region. Many of the region's physiographic eponyms such as Puget Sound, Hood Canal, Mount Baker, Mount Rainier, and Dungeness Spit were derived from members of Vancouver's party and the British admiralty (Cole and Darling 1990; Kirk and Alexander 1990; Marino 1990; Meany 1923; Morgan 1979). Exploration was followed by incursions of Euro-American fur traders under the aegis of the Hudson's Bay Company during the 1830s. Early contacts between Euro-American traders and native populations proved disastrous to the latter as they fell victim to waves of malaria, tuberculosis, and smallpox epidemics in the late 1700s and middle 1800s (Cole and Darling 1990; Kirk and Alexander 1990; Marino 1990). Washington Territory was organized in 1853 by its first Governor, Isaac Stevens, who helped pave the way for Euro-American settlement and a Northern Pacific Railway route by compelling regional Indian tribes to relocate to reservations under a series of treaties in 1854 and 1855. The unpopularity of enforced removal amongst indigenous peoples was manifested by widespread tribal rebellion that was suppressed by the U.S. Army and territorial militias. Washington eventually achieved statehood on November 11, 1889 (Kirk and Alexander 1990). An especially significant stimulus for settlement in the region was the Donation Land Act of 1850. The law granted each male American citizen 18 and older a half section, or 320 acres, of public 12/24/09 P:182910081FileRmlRVlrchaeological Assessment_Itrrpt.doc t.ANDAu ASSOCIATES 7 lands, requiring that he occupy, cultivate, and "improve" it for 4 consecutive years. Wives of the settlers were granted an additional 320 acres in their own names (Ficken and LeWarne 1988; Johansen and Gates 1967). A review of the 1865 General Land Office (GLO) map indicates that May Creek was formerly named Honey Dew Creek and the presence of a wagon road extending east from the shores of Lake Washington to the north of the project area (GLO 1865). The GLO map exhibits no structures, villages, or land ownership information within the project area (Figure 2). Comparisons of the 1865 location of May Creek with its current configuration suggest that the original course of the creek was located north of the project area (GLO 1865; USGS 1983). The City of Renton was founded on the Duwamish River delta, where historically the Cedar and the Black rivers merged to join the Duwamish River. In 1853, Henry Tobin staked a claim with the intention of starting a lumber mill. In 1854, a coal seam was discovered on the land claim of Dr. R.H. Bigelow. The area surrounding the Duwamish, Cedar, Black, and White (Green) rivers had fertile farm land, abundant timber for logging, and salmon could be caught in the surrounding rivers. Logs were floated down the river, and several of the settlers provided logs to Henry Yesler's saw mill in Seattle and other saw mills in the area (Buerge 1989; Slauson 1976). Lumber, coal, and agriculture attracted settlers to the area, but it was not until 1873 that coal mining became a serious endeavor with the beginnings of the Renton Coal Company established by Captain William Renton. Due to its location and easy access to Seattle, Renton became the center of the coal industry in Puget Sound. In 1875, the City of Renton was platted by Erasmus Smithers, and its eponymous derivation suggests the importance of both Captain Renton and his coal mining operation to the town's historic economy (Bagley 1929; Buerge 1989; HistoryLink website 2009a,b; Meany 1923; Slauson 1976). The City of Renton was incorporated in 1901 (Bagley 1929; HistoryLink website 2009a,b; WPA 1941). Other industries in Renton included farming, a glass factory, lumber mills, and brick and tile plants. As the coal mining industry began to decline, the rise of other industries, the improvement of roads, and the completion of the Interurban rail line made Renton an attractive place for people to live (Bagley 1929; Rowe 1987). The Hawks Landing project area lies within the Kennydale neighborhood of Renton. Kennydale was platted as a separate community in 1904 by real estate developer C.D. Hillman with the tracts being referred to as the Garden of Eden (Buerge 1989; Slauson 1976). As mentioned previously, May Creek was formerly known as Honey Dew Creek and probably acquired its current designation in honor of a Mr. May who was the first Euro-American to homestead along its banks (Meany 1923). May Creek was lauded as being filled with "millions" of brook trout in an early advertisement for the tracts along its course. In 1904, the Kennydale Post Office was opened and by 1905 Kennydale's population was approximately 100 people who lived in small farmhouses on 1-acre tracts. Logging and coal mining were 12I24/09 P1829\008tFileRmlR%rchaeologicalAssessment_Itrrpt.doc LANDAU ASSOCIATES 8 important industries resulting in the construction of a I I6-ft-tall log trestle over May Creek that was used to deliver timber from various logging operations and coal from the New Castle coal mines (Slauson 1976). A sawmill was located nearby on the shores of Lake Washington (HistoryLink website 2009a,b; Slauson 1976). A review of later historical maps reveals changes in local land ownership, as well as changes in the shoreline morphology of Lake Washington and channel of May Creek. The shoreline morphology of Lake Washington west of the project area did not change much between 1865 and 1912 based upon a comparison of the 1865 GLO map with the 1912 Kroll map. By 1912, the project area was located on a parcel originally owned by Joseph Jenotte (GLO 1865; Kroll Map Company 1912). By 1927, the property switched ownership to Jason M. Colman who oversaw its subdivision prior to 1936. During this time period, the course of May Creek remained relatively unchanged from its 1865 channel although the shoreline along Lake Washington had begun to be filled (Metsker 1927, 1936). At some point between 1936 and 1950, significant filling occurred along the shoreline of Lake Washington west of the project area (Figure 2; GLO 1865). By 1950, the course of May Creek shifted farther south to its current alignment in the project area. This change in the creek channel is most likely attributable to the construction of an unnamed road north of the project area in Section 29 affiliated with the Republic of Creosoting Company that bisected Lake Washington Boulevard and the railroad tracks (Kroll Map Company 1958; USGS 1973). PREVIOUS INVESTIGATIONS/LITERATURE REVIEW This section and those following include information about archaeological investigations and field data. The Washington State Department of Archaeology and Historic Preservation (DAHP) requires that survey data such as transect intervals, excavation depths, and prehistoric or ethnohistoric artifact measurements be recorded in metric units; English measurements are used only for historic period materials. Metric measurements are provided in this document to meet these reporting requirements. Cultural Resource Surveys Seven cultural resource surveys have been conducted within a 1-mile radius of the Hawk's Landing project area (Table 1) that are on file with DAHP. In 2008, the Washington State Department of Natural Resources (DNR) conducted an archaeological inventory of two dry docks (45KI814) that were previously submerged in Lake Washington atop a Superfund site; DNR removed the dry docks in December 2008 (Henning 2009). The dry docks were inventoried in part due to the DNR Derelict Vessel Removal Program, which removes environmental and navigational hazards caused by derelict watercraft. In 2007, a historic resource inventory was conducted for the Burlington Northern Santa Fe (BNSF) 12/24/09 P:18291DOB1FileRm%RWchawbocalAssessment nrrpt.dm LANDAuAssocIATES 9 railroad, which is proposing to abandon segments of railroad tracks. Within the proposed railroad segments subject to abandonment, seven railroad bridges were recorded and recommended eligible for inclusion in the National Register of Historic Places (Allen 2007). In 2007, WSDOT completed a cultural resources discipline report for the I-405, Tukwila to Renton Improvement project. One resource, the Renton Civic Dump, was identified and recorded but is located more than 1 mile from the Hawk's Landing project area (WSDOT 2007). A cultural resources assessment was conducted in 1976 for the May Creek interceptor and no cultural resources were identified (Lorenz 1976). In 1997, LAAS conducted a cultural resources assessment for a proposed development project. No cultural resources were identified; however, monitoring was recommended for the removal of hazardous material as well as ground -disturbing construction activities (Bowden et al. 1997). A cultural resources inventory was conducted in 2001 by NWAA for the proposed Washington Light Lanes project. No cultural resources were identified near the proposed Hawk's Landing project area (NWAA 2001). Archaeological monitoring was conducted in 2003 by LAAS for a pipeline excavation project; however, no cultural resources were identified (Murphy and Larson 2003). TABLE 1 PREVIOUS CULTURAL RESOURCE INVESTIGATONS CONDUCTED WITHIN 1 MILE OF THE PROJECT AREA Resources Author Date Report Title Recorded Major 2008 Archaeological Inventory Survey Report, Lake Washington Floating Dry 45KI814 Docks, King County W % of the SW/, Section 29, Township 24N, Range 5E (State -Owned Aquatic Land) Allen 2007 Historic Resource Inventory of the BNSF King County Abandonment Project, None Washington WSDOT 2007 1-405, Tukwila to Renton Improvement Project None' Murphy and 2003 Final Ripley Lane Pipeline Excavation Project (C/P # 200799) Archaeological None Larson Resources Monitoring NWAA 2001 Cultural Resources Inventory of the proposed Washington Light Lanes Project None Bowden et al. 1997 Cultural Resource Assessment, JAG Development, King County Washington None Lorenz 1976 Archaeological Assessment, U.S. Army Corps of Engineers, Permit N. 0741- None oYB-1-002916, Phase I -May Creek Interceptor, METRO/King County Water District No. 107 ' None recorded within 1 mile of project area. 12/24/09 P:\829\008\FileRm\R\Archaeological Assessment_Itrryt.doc LANDAU ASSOCIATES 10 Archaeological Sites Two archaeological sites have been identified within a ]-mile radius of the Hawk's Landing project area. Site 45KI425, a submerged aircraft in Lake Washington, is located approximately 1 mile to the northwest (Mester 1990). The site form does not provide any additional information on the aircraft. The aforementioned floating dry docks (45KI814), formerly located .25 mile to the northwest, were originally used by the U.S. Army during World War II and subsequently used by the Lake Union Dry Dock Company before they sank in Lake Washington (Major 2008). TABLE 2 ARCHAEOLOGICAL SITES LOCATED WITHIN 1 MILE OF THE PROJECT AREA Site No. Description Distance Reference 45KI425 Submerged Aircraft 1 mile northwest (in Mester 1990 Lake Washington) 45KI814 Floating Dry Docks YFD 48 and 51 0.25 mile northwest Major 2008 (in Lake Washington) * As noted previously, the dry docks were removed by DNR in December 2008. Historic Structures No historic structures listed on either the National Register of Historic Places or the Washington Heritage Register are located within a 1-mile radius of the project area. Inventory Methods and Results Three Landau Associates archaeologists excavated a total of 14 shovel probes (SP) at approximately 20-m intervals in unpaved areas located along the proposed trail route on November 24, 2009 (Figure 3). Each shovel probe was 40 cm in diameter and was excavated to a maximum depth of 50 cm BGS. Three Landau Associates archaeologists (Kara Kanaby, Douglas Tingwall, and Linda Naoi Goetz) examined the sidewalls and bottom of each shovel probe for shell, charcoal, bone, lithic, glass, and ceramic artifacts or features and investigated the excavated matrix for cultural materials. All sediments (from the soil profile) derived from the shovel probes were sifted through'/4-inch mesh screens over tarps. Sediments were described by color, compactness, and content. Depth measurements were taken at soil boundaries. Once completed, each shovel probe was photographed and backfilled with the sediment collected atop the tarp, and the sod layer was put back in place. The shovel testing took place along the proposed trail route, which is located on the north side of May Creek. Due to the presence of impervious surfaces, shovel probes were not able to be excavated along the proposed water and storm pipeline routes; however, these features will be located in previously 12/24/09 P \829\008\FileRm\RWrchaeological Assessment_ttrrpt doc LANDAU ASSOCIATES I disturbed right-of-way along Lake Washington Boulevard (Figure 3). Surface visibility was poor and vegetation in the project area consisted of alder, reed canarygrass, dense blackberry, and scotch broom. Photographs 1 through 10 in Attachment 1 provide overviews of the project area and representative plan views of the shovel probes. Descriptions of the shovel probes are provided in Table 3. The shovel probes exhibited fairly uniform sediment profiles consistent with depositional regimes comprised of fining upward sequences of alluvial overbank sediments and channel marginal sediments associated with May Creek. Six shovel probes exhibited similar sediment profiles consisting of dark olive brown to dark brown fine sandy silt to silt. SP-3 exhibited dark olive brown, fine, sandy, silty clay over extremely compact, olive gray silty clay interspersed with lenses of dark yellowish brown, fine sand. SP-5 exhibited dark olive brown silty clay with dark reddish brown mottling over olive gray silty clay with dark yellowish brown and dark reddish brown mottling. SP-9 and SP-12 both contained black silty sand over very dark brown sandy silt. In SP-9 the very dark brown sandy silt was underlain by dark brown silty sand. SP-10 exhibited very dark brown silt with trace fine sands overlying dark brown silt with trace fine sands atop a basal stratum of olive brown clayey silt. SP-12 yielded grayish brown clay with sand under the stratum of very dark brown sandy silt. SP-13 exhibited dark brown sandy silt with less than 5 percent gravels over olive brown clayey silt with trace fine sand and less than 5 percent gravels. Six shovel probes exhibited similar sediment profiles consisting of very dark grayish brown sandy silt to clayey sandy silt. SP-1 exhibited very dark grayish brown, sandy, silty clay with less than 5 percent subrounded to subangular gravels and cobbles over very compact, olive brown sandy silt with a large cobble. SP-2 exhibited a very dark grayish brown sandy silt with mottling with lenses of dark gray clay and yellowish brown sandy silt. SP-4 contained very dark grayish brown sandy silt with clay over dark yellowish brown sandy silt and mottles of dark gray clay. SP-6 exhibited very dark grayish brown silty fine sand over dark olive brown fine sand over dark brown sandy silt. SP-7 exhibited very dark grayish brown, clayey, sandy silt over very dark grayish brown sandy silt over clayey sandy silt with less than 5 percent subrounded to rounded gravels. The gravel content increased with depth to less than 60 percent before decreasing to less than 20 percent near the base of the profile. SP-8 exhibited very dark grayish brown sandy silt with less than 5 percent subrounded to rounded gravels. SP-11 and SP-14 contained very dark grayish brown fine sandy silt with less than 5 percent gravels over olive brown to dark olive brown gravelly sand with 60 percent subrounded gravels and cobbles. The high density of gravels and cobbles in both shovel probes are indicative of a channel deposit associated with May Creek. 12/24/09 P:\829\008\FiWRmlRWchaeological AssessmeN_Itrrpt.doc LANDAU ASSOCIATES 12 TABLE 3 SHOVEL PROBE SUMMARY Depth SP # BGS Soil Description 1 33 cm 0-32 cm: Very dark grayish brown (10YR3/2), sandy silty clay with less than 5 percent subrounded to subangular gravels and cobbles 32-33 cm: Very compact, olive brown (2.5Y4/4), sandy silt with large cobble at base — till 2 50 cm 0-50 cm: Very dark grayish brown (10YR3/2), sandy silt with some clay and less than 1 percent round gravels and cobbles, (5Y4/1) dark gray clay with dark yellowish brown (10YR3/6) mottling and lens 3 52 cm 0-20 cm: Dark olive brown (2.5Y3/3), fine sandy silty clay with no gravels or cobbles 20-50 cm: Extremely compact, olive gray (5Y4/2), silty clay interspersed with lens of dark yellowish brown (10YR3/4) fine sand with no gravels or cobbles 4 50 cm 0-40 cm: Very dark grayish brown (10YR3/2), sandy silt with clay and less than 10 percent rounded gravels and cobbles 40-50 cm: Dark yellowish brown (10YR3/6), sandy silt with dark gray (5Y4/1) clay 5 50 cm 0-40 cm: Dark olive brown (2.5Y3/3), silty clay with mottling of dark reddish brown (5YR3/4) beginning at 20 cm BGS 40-50 cm: Olive gray (5Y4/2), silty clay with mottles of dark yellowish brown (10YR4/4 to 10YR3/4) and dark reddish brown (5YR3/4): becoming increasingly compact with depth 6 50 cm 0-6 cm: Very dark grayish brown (7.5YR2/1), silty fine sand 6-30 cm: Dark olive brown (2.5Y3/3), fine sand 30-50 cm: Dark brown (10YR3/3), sandy silt 7 60 cm 0-28 cm: Very dark grayish brown (10YR3/2), clayey sandy silt with less than 5 percent subrounded to rounded gravels 28-40 cm: Very dark grayish brown (10YR3/2), sandy silt with gravels increasing in density from 20 percent to less than 60 percent subangular and subrounded gravels and cobbles 40-60 cm: Dark grayish brown (2.5Y4/2), clayey sandy silt with less than 20 percent gravels and very sparse cobbles 8 48 cm 0-48 cm: Very dark grayish brown (10YR3/2), sandy silt with less than 5 percent subrounded to rounded gravels: roots encountered at 40 cm BGS 9 50 cm 0-10 cm: Forest duff and black (10YR2/1), silty sand 10-20 cm: Very dark brown (7.5YR2.5/2), sandy silt 20-50 cm: Dark brown (10YR3/3), silty sand 10 50 cm 0-20 cm: Very dark brown (10YR2/2), silt with trace fine sand and less than 5 percent gravels 20-40 cm: Dark brown (10YR3/3), silt with trace fine sand 40-50 cm: Olive brown (2.5Y4/3), clayey silt with trace fine sand and less than 5 percent gravels 11 50 cm 0-11 cm: Very dark grayish brown (10YR2/2) fine sandy silt with less than 5 percent gravels 11-21 cm: Olive brown (2.5Y4/4), very gravelly sand with 60 percent subrounded gravels and cobbles — channel deposit 21-50 cm: Dark olive brown, gravelly sand with 60 percent subrounded gravels and cobbles - channel deposit 12 50 cm 0-10 cm: Forest duff and black (10YR2/1), silty sand 10-35 cm: Very dark brown (7.45YR2.5/2), sandy silt 35-50 cm: Grayish brown (2.5Y5/2), clay with sand 13 50 cm 0-25 cm: Dark brown (10YR3/3), sandy silt with less than 5 percent gravels 25-50 cm: Olive brown (2.5Y4/3), clayey silt with trace fine sand and less than 5 percent gravels 14 50 cm 0-4 cm: Very dark grayish brown (10YR3n fine sandy silt with less than 10 percent gravels 40-50 cm: Olive brown (2.5Y4/4), very gravelly sand with 60 percent subrounded gravels and cobbles — channel deposit Resources Identified None None None None None None None None None None None None None None 12/24/09 P.\829\008\FileRm\R\ArchaeologicalAssessment_ltrrptdoc LANDAU A,�SOCIATES 13 CONCLUSIONS AND RECOMMENDATIONS No prehistoric or historic cultural resources were identified during the current investigation. The pedestrian survey did not identify any archaeological materials on the surface or in the shovel probes. No further archaeological work is recommended for the project area based upon the degree of previous ground disturbance along the routes of the proposed stormwater system and water pipelines and the absence of cultural materials in shovel probes excavated along the proposed trail. Although no prehistoric or historic cultural resources were identified during the current investigation, the potential for such discoveries remains. The project area is in a high probability zone given its proximity to Lake Washington and ethnographic associations. If archaeological deposits of unevaluated significance are encountered during construction activities, ground disturbance should be halted and activities directed away from the area. The construction foreman should notify the City of Renton Project Manager, Jennifer T. Henning (425-430- 7286) and Washington State Department of Archaeology and Historic Preservation (DAHP) Archaeologist Gretchen Kaehler (360-586-3088) of any cultural materials uncovered and consult with them about the significance of the materials. If human skeletal remains are encountered during construction activities, all work activities should cease immediately. The area should be screened off, and the construction foreman should contact the City of Renton Project Manager, Jennifer T. Henning (425-430-7286), who will call the King County Medical Examiner's Office (206-731-3232), DAHP Archaeologist Gretchen Kaehler (360-586-3088), and State Physical Anthropologist Guy Tasa (360-586-3534). If the Medical Examiner determines that the burial is Native American, DAHP staff will assist the City in notifying appropriate Tribal representatives to confer with the City on the protocol to sensitively treat the remains. The City of Renton will provide strict 24-hour security of the area of the burial until appropriate treatment of the remains has been determined. Copies of this letter report should be sent to DAHP and the Tribes with which the City is consulting for their review and comments USE OF THIS REPORT This cultural resources assessment has been prepared for the exclusive use of the City of Renton for specific application to the Hawk's Landing project. No other party (with the exception of the appropriate reviewing agencies) is entitled to rely on the information, conclusions, and recommendations included in this document without the express written consent of Landau Associates. Further, the reuse of information, conclusions, and recommendations provided herein for extensions of the project or for any other project, without review and authorization by Landau Associates, shall be at the user's sole risk. The 12/24/09 Pk8291008\FileRmlRL4rchaeologicalAssessment Rrrpt.doc LANDAuAsSOCIATES 14 conclusions and recommendations presented in this report are professional opinions based upon information currently available to us and are made within the limitations of scope, schedule, and budget for this project. The determinations made in this report are considered preliminary until concurrence with the determinations is received from the appropriate agencies. Our services have been provided in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions as this project. We make no other warranty, either express or implied. LANDAU ASSOCIATES, INC. Kara M. Kanaby Senior Staff Archaeologist 44 69, ' .wl Linda Naoi Goetz Associate Archaeologist/Cultural Resource Specialist Senior -t:: �� -- Thomas C. Rust Principal Investigator KMK/LNG/DFT/TCR/ccy Attachments Figure 1: Vicinity Map Figure 2: 1865 General Land Office Map and Project Area Figure 3: Shovel Probe Locations Attachment l: Selected Site Photographs 12/24/09 P1829t008XFileRm%RWrchaeologicalAssessment _ltrrpt.doc LANDAuAssocIATES 15 REFERENCES Allen, Jason. 2007. Historic Resource Inventory of the BNSF King County Abandonment Project, Washington. Manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Bagley, Clarence. 1929. History of King County, Washington. Volume I. S.J. Clarke. Chicago, Illinois. Bowden, Bradley, Leonard A. Forsman, Lynn L. Larson, and Dennis E. Lewarch. 1997. Cultural Resource Assessment, JAG Development, King County Washington. Manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Buerge, David. 1989. Renton: Where the Water Took Wing. Windsor Publications. Northridge, California. Carlson, Roy L. 1990. "Cultural Antecedents." In: Handbook of North American Indians. Northwest Coast. Vol. 7. pp. 60-69. Wayne Suttles, ed. Smithsonian Institution. Washington, D.C. Cole, Douglas and David Darling. 1990. "History of the Early Period." In: Handbook of North American Indians. Northwest Coast. Vol. 7. pp. 119-134. Wayne Suttles, ed. Smithsonian Institution. Washington, D.C. Dalquest, Walter W. 1948. Mammals of Washington. University of Kansas Press. Lawrence, Kansas. Dragovich, Joe D., Robert L. Logan, Henry W. Schasse, Timothy J. Walsh, William S. Lingley, Jr., David K. Norman, Wendy J. Gerstel, Thomas J. Lapen, J. Eric Schuster, and Karen D. Meyers. 2002. Geologic Map of Washington -Northwest Quadrant. Washington Division of Geology and Earth Resources Geologic Map GM-50. Washington State Department of Natural Resources. Olympia, Washington. Ficken, Robert E. and Charles P. LeWame. 1988. Washington: A Centennial History. University of Washington Press. Seattle, Washington. Franklin, Jerry F. and C.T. Dymess. 1988. Natural Vegetation of Oregon and Washington. U.S. Department of Agriculture, Forest Service General Technical Report PNW-8. Portland, Oregon. GLO. 1865. Survey Plat of Township 24 North, Range 5 East. East Willamette Meridian. General Land Office. Manuscript on file at the Map Collection, Suzzallo Library, University of Washington. Seattle, Washington. Haeberlin, Hermann and Erna Gunther. 1930. The Indians of Puget Sound. University of Washington Press. Seattle, Washington. Henning, Jennifer. 2009. E-mail message from Jennifer T. Henning, A.I.C.P., Planning Manager, City of Renton Planning Division, to Linda Goetz, Associate Archaeologist, Landau Associates. Re: Hawk's Landing CR Report. December 22. HistoryLink website. 2009a. Renton -Thumbnail History. www.historylink.org. Accessed November 30. HistoryLink website. 2009b. Renton Beginning — Kennydale Post Office Opens on August 18, 1904. www.historylink.org. Accessed November 30. 12/24/09 P \829\008\FtleRm\RWrchaeological Assessment_Itrrpt doc LANDAU ASSOCIATES 16 Johansen, Dorothy O. and Charles M. Gates. 1967. Empire of the Columbia. Harper and Row. New York, New York. Kennedy, Dorothy. 1993. Draft Ethnographic Site Typology. Unpublished manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Kidd, Robert. 1964. A Synthesis of Western Washington Prehistory from the Perspective of Three Occupation Sites. Unpublished Master's Thesis. University of Washington. Seattle, Washington. King County website. 2009. Lake Washington and Physical Characteristics. http://green.kin cg, ounty_gov/lakes/LakeWashin on.ayx. Accessed December 16. Kirk, Ruth and Carmela Alexander. 1990. Exploring Washington's Past: A Road Guide to History. University of Washington Press. Seattle, Washington. Kroll Map Company. 1912. Kroll 's Atlas of King County. Seattle, Washington. Kroll Map Company. 1958. Kroll's Atlas of King County. Seattle, Washington. Lorenz, Thomas H. 1976. Archaeological Assessment, U.S. Army Corps of Engineers, Permit No. 071- OYB-1-002916, Phase I, May Creek Interceptor. Manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Luzier, J.E. 1969. "Geology and Ground -water Resources of Southwestern King County, Washington." Water -Supply Bulletin No. 28. State of Washington Department of Water Resources and United States Geological Survey Water Division. Major, Maurice. 2008. State of Washington Archaeological Site Inventory Form: 45KI814. Manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Marino, Cesare. 1990. "History of Western Washington since 1846." In: Handbook of North American Indians. Vol. 7. Northwest Coast. pp.169-179. Wayne Suttles, ed. Smithsonian Institution. Washington, D.C. Meany, Edmond S. 1923. Origin of Washington Geographic Names. University of Washington Press. Seattle, Washington. Mester, Robert. 1990. Department of Community Development Office of Archaeology and Historic Preservation 45K1425. Manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Metsker, Charles F. 1927. Metsker's Atlas of King County. Metsker Map Company. Seattle, Washington. Metsker, Charles F. 1936. Metsker's Atlas of King County. Metsker Map Company. Seattle, Washington. Morgan, Murray. 1979. Puget's Sound: A Narrative of Early Tacoma and the Southern Sound. University of Washington Press. Seattle, Washington. 12r24109 P\829\008\FileRm\R\Archaeological Assessment_Itrrpt doc LANDAU ASSOCIATES 17 Murphy, Laura and Lynn L. Larson. 2003. Final Ripley Lane Pipeline Excavation Project (CIP # 200799) Archaeological Resources Monitoring. Manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Nelson, Charles M. 1990. "Prehistory of the Puget Sound Region." In: Handbook of North American Indians. Vol. 7. Northwest Coast. pp. 481-484. Wayne Suttles, ed. Smithsonian Institution. Washington, D.C. Noel, Patricia Slettvel. 1980. Muckleshoot Indian History. Auburn School District No. 408. Auburn, Washington. NWAA. 2001. Cultural Resources Inventory of the Proposed Washington Light Lanes Project. Manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. NRCS website. 2009. Washington Soil Survey Reports. www.or.nrcs.usda.gov/pnw—soil/ wa reports.html. Natural Resources Conservation Service. Accessed November 23. Rowe, Paul. 1987. Little History of Washington. SCW Publications. Seattle, Washington. Ruby, Robert H. and John A. Brown. 1992. A Guide to the Indian Tribes of the Pacific Northwest. University of Oklahoma Press. Norman, Oklahoma. Slauson, Morda C. 1976. Renton, from Coal to Jets. Ethel Telban, ed. Renton Historical Society. Renton, Washington. Snyder, Dale E., Philip S. Gale, and Russell F. Pringle. 1973. Soil Survey of King County Area, Washington. U.S. Department of Agriculture, Soil Conservation Service. Washington, D.C. Suttles, Wayne and Barbara Lane. 1990. "Southern Coast Salish." In: Handbook of North American Indians. Vol. 7. Northwest Coast. pp. 485-502. Wayne Suttles, ed. Smithsonian Institution. Washington, D.C. Swanton, John Reed. 1952. Indian Tribes of Washington, Oregon, and Idaho. Ye Galleon Press. Fairfield, Washington. Thorson, Robert M. 1980. "Ice -sheet Glaciation of the Puget Lowland, Washington, during the Vashon Stade (Late Pleistocene)." Quaternary Research. 13:303-321. USGS. 1973, photorevised from 1968 and 1950. Mercer Island Quadrangle, Wash. 7.5-Minute Series Topographic Map. U.S. Geological Survey. Manuscript on file at the Map Collection Division, University of Washington Libraries. Seattle, Washington. USGS. 1983. Bellevue South Quadrangle, Wash. 15-Minute Series Topographic Map. U.S. Geological Survey. Manuscript on file at the Map Collection Division, University of Washington Libraries. Seattle, Washington. Waterman, T.T. 1922. "The Geographical Names Used by the Indians of the Pacific Coast." The Geographical Review. 12:175-194. 12/24/09 P 1829\008VFileRmlRWrchaeological Assessment_ltrrpt doc LANDAU AssocIATES 18 Waterman, T.T. 2001. Puget Sound Geography. Vi Hilbert, Jay Miller, and Zalmai Zahir, eds. Lushootseed Press. Federal Way, Washington. Weaver, Charles E. 1937. Tertiary Stratigraphy of Western Washington and Northwestern Oregon. Vol. 4. University of Washington Publications in Geology. Seattle, Washington. Wessen, G.C. and M.L. Stilson. 1987. Resource Protection Planning Process: Southern Puget Sound Study Unit. An RP3 document prepared for the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Western Regional Climate Center website. 2009. Historical Climate Information, Climate of Washington. www.wrcc.dri.edu/index.htmi. Accessed November 30. Williams, R.W., R.M. Laramie, and J.J. Ames. 1975. A Catalog of Washington Streams and Salmon Utilization. Volume 1: Puget Sound Region. Washington Department of Fisheries. WPA. 1941. Washington: A Guide to the Evergreen State. Works Progress Administration. Binford and Mort. Portland, Oregon. Wright, H.E., Jr., and David G. Frey, eds. 1965. The Quaternary of the United States. Princeton University Press. Princeton, New Jersey. Wright, H.E. Jr., and Stephen C. Porter, eds. 1983. Late -Quaternary Environments of the United States. University of Minnesota Press. Minneapolis, Minnesota. WSDOT. 2007. I-405 Tukwila to Renton Improvements Project. Manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Wydoski, R.S. and R.R. Whitney. 1979. Inland Fishes of Washington. University of Washington Press. Seattle, Washington. 12/24/09 P 182910081FileRm%RWrchaeological Assessment_Itrrpt doc LANDAU Assocl,A TES 19 m of of -Erl- �� �, IJ i ,t �� kr i H � jjjj A3 ,ti , �,trjI �.'/r Pines tabor it t T___ 1� �/� 1 1 O i JI■ 1 Sch i Creek~�' �� '� � ::7. {L�• t� � , a�� � k iycrt� � _ �. Of �1 ,�- •'i:..• �: �� �� iat' f �� .r •�• _r (� �i i tit' r` � 4T45?- 9cra Project Location All Y^." r. - •l�t »�� 'v 1�_ .r �'Siil � T TT �, i6 1 � "� r�A �^I' y.�.-t`; tip' .� � �" r � } M• I F` �,�. 10 f `��. "�.��`"" r,.'w"'� � y v. Yi. � 1SA � t. `�•' t ram+ � fns,pr "la P- m€dalE. Li s �� . pa,k I ' �'i. r ► I Park 1 l � 1� � ,• ry �=r- Project -" N Location Q II Everett E 0 0.5 1 Seattle m LT Renton Spokane U o iN Tacoma a Miles Washington j a I f Data Source: ESRI 2008 City of Renton Hawks Landing Figure 14 LANDAU Improvement Project Vicinity Map ASSOCIATES Renton, Washington h .�:� __77.. • it r�.n ;z 71 ply �Q, .Iles • _ �`I ti r -•l JAK- �r ,( t � ✓i , .��; .,,Z .fir •%i,•� -+��r �++� 1I t • .1\:"" r/1• Y Project Location , zs �• z- = 1-0 1�► 1 t K."', V-k'\'4 d $� 4A' r` Legend Modern Shoreline Data Source: General Land Office 1865 City of Renton Hawks Landing LANDAU Improvement Project ASSOCIATES Renton, Washington Note 1. Black and white reproduction of this colc original may reduce its effectiveness an( lead to incorrect interpretation. 0 1,500 3,00 Scale in Feet 1865 General Land Office Figure Map and Project Area 2 a x r i ,65 iu O 1 ■ it N - Legend E M • Negative Shovel Probe — — Proposed Trail Route o Proposed Water & Storm Pipelines that are m in an Area with N Impervious Surface m Data Source ESRI Image Server d City of Renton Hawks Landing LALANDAU Improvement Project ASSOCIATES Renton, Washington i t � k Ar E s Note 1. Black and white reproduction of this color original may reduce its effectiveness and lead to incorrect interpretation. 0 220 440 Scale in Feet Figure Shovel Probe Location 3 ATTACHMENT Selected Site Photographs 1. Overview of proposed stormwater line looking south along Lake Washington Boulevard. 2. Overview of May Creek, looking south. City of Renton Hawks Landing Figure LANDAU Improvement Project Selected Site Photographs L4 Im ASSOCIATES Renton, Washington —� Jt O�k.� 7.!- i 1 We- - MAI t4l- Am 7. Plan view of SP-4. - 1 - 8. Plan view of SP-7. 14 LANDAU ASSOCIATES City of Renton Hawks Landing Improvement Project Renton, Washington Selected Site Photographs Figure 1-4 t 9. Plan view of SP-12. LANDAU 14 ASSOCIATES City of Renton Hawks Landing Improvement Project Renton, Washington Selected Site Photographs Figure 1-5 1. 11 1 !r S. 4-. /'w ^� • 4 • F Odd o4 ;,. N � y Q ~a r f L t 1 T 0 1 o N Legend Note E I1. Black and white reproduction of this colc LL Negative Shovel Probe — — Proposed Trail Route original may reduce its effectiveness anc oProposed Water & Storm lead to incorrect interpretation. 0 Pipelines that are 0 220 44C in an Area with Impervious Surface N Data Source: ESRI Image Server Scale in Feet I City of Renton Figure Hawks Landing Shovel Probe Location LANDAU Improvement Project 3 ASSOCIATES Renton, Washington ATTACHMENT 1 Selected Site Photographs 3. Overview of west end of proposed trail. 4. Overview of proposed trail, looking northwest. LANDAU ASSOCIATES City of Renton Hawks Landing Improvement Project Renton, Washington Figure Selected Site Photographs 1-2 Author: Kara M. Kanaby, Linda Naoi Goetz, Douglas F. Tingwall and Thomas C. Rust, Ph.D. Title of Report: Archaeological Assessment, City of Renton Hawk's Landing Prolect1 Renton, Washington Date of Report: December 24, 2009 County (ies): King Section: 32 Township: 24N Range: 5E _E/W Quad: Belleuve South 1983 Acres: 2.13 CD Submitted? F1 Yes n No PDF of Report? ® Historic Property Export Files? Archaeological Sites)/Isolate(s) Found or Amended? F— Yes F-KI No TCP(s) found? I I Yes 1. l No Replace a draft? n Yes [771 No Satisfy a DAHP Archaeological Excavation Permit requirement? n Yes # n No DAHP Archaeological Site #: Please submit paper copies of reports unbound. • Submission of PDFs is encouraged. • 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 LANDAU ASSOCIATES December 24, 2009 City of Renton Planning Division 1055 South Grady Way Renton, Washington 98057 Attn: Jennifer T. Henning RE: ARCHAEOLOGICAL ASSESSMENT CITY OF RENTON HAWK'S LANDING PROJECT RENTON, WASHINGTON Dear Ms. Henning: This letter report outlines the archaeological assessment that was conducted for the Hawk's Landing project area and will support the environmental compliance documentation effort by the City of Renton (City). This report addresses cultural resource -related compliance requirements pertaining to state -funded projects, as outlined in the Revised Code of Washington and Washington State Governor's Executive Order 05-05. The City provided the following information regarding the project location and proposed improvements. The proposed project is located in the City of Renton, Washington in Section 32 of Township 24 North, Range 5 East. The proposed improvements will consist of the following: a stormwater system and water pipelines that will be located in currently paved areas of the Lake Washington Boulevard right-of-way and a 1,000-foot-long by 20-foot-wide trail segment extending in a southeastern direction from Lake Washington Boulevard to Interstate 405 (I-405). The proposed trail segment will be distributed atop stream terraces in a forested area on the north side of May Creek just south of the existing industrial area. Ground disturbance associated with the trail segment will not exceed 50 centimeters (cm) below ground surface (BGS). This letter report summarizes the environmental and cultural context of the project area, and the results of Landau Associates' archaeological survey. Although no cultural materials were identified in the project area, recommendations for treatment of unanticipated discoveries, if any, made during the subsequent construction phase are also included in this letter report. ENVIRONMENTAL AND CULTURAL CONTEXT The following sections provide overviews of the natural and cultural history of the Hawk's Landing project area and include summary descriptions of physiography, hydrography, climate, geology, soils, flora, fauna, prehistory, ethnohistory, local Native American place names, and history. 130 2nd Avenue South • Edmonds, WA 98020 • (425) 778-0907 • fax (425) 778-6409 • www.landauinc.com Environmental Setting The Hawk's Landing project area is situated within the Puget Trough, a physiographic province dominated by Puget Sound and bounded by the Olympic Range to the west and the Cascade Range to the east (Franklin and Dymess 1988; Weaver 1937). The littoral zone in the region is characterized by a concave shoreline of narrow beaches fronted by precipitous bluffs, while the interior areas are characterized by forested north -to -south -trending upland plateaus of subdued relief dissected by numerous drainages. Glacial scouring during the Vashon Stade of the Fraser Glaciation 12,000 years ago created generally north- or south -trending drainages and lakes. Lake Washington is an extensive, glacially scoured trough filled in by glacial meltwaters at the end of the Pleistocene era approximately 18,000 to 14,000 years ago that is located approximately .20 mile west of the project area. The lake covers an area of 21,500 acres (87.6 square kilometers), averages 108 feet (ft) [32.9 meters (m)] in depth, is fed by both the Cedar and Sammamish rivers, and is connected to Puget Sound via Lake Union and the Washington Ship Canal, which was constructed in 1916 (King County website 2009). Lake Boren is situated 1.5 miles to the east of the project area. The shoreline along Lake Washington, in the project vicinity, is characterized by a zone of narrow beaches fronted in places by precipitous bluffs while the interior areas are characterized by forested north -to -south -trending upland swales atop plateaus of subdued relief dissected by drainages. Drainages are steep and deeply incised, and trend northwesterly. The primary drainage in the project area is the northwest -flowing May Creek, which empties into Lake Washington opposite the southern end of Mercer Island. The elevation of the project area is approximately 25 ft above sea level (ASL) although elevations exceed 400 ft ASL in the Newport Hills area approximately 1.5 miles to the northeast (USGS 1973). Given the influence of maritime and continental air masses, the climate of the project area is characterized by dry summers and wet winters with mild temperatures and moderate -to -heavy precipitation (Franklin and Dymess 1988). The following specific data were derived from a local weather station between 1931 and 2006 (Western Regional Climate Center website 2009). Average recorded temperatures for the project area ranged from 75°F in July to 35°F in January. The average annual precipitation recorded for this weather station was 38 inches. Regionally, rainfall averages between 30 and 35 inches annually, although the presence of the Olympic Range to the west creates a rain shadow effect for the western part of Puget Sound (Franklin and Dymess 1988; Luzier 1969). Geology and Soils The most extensive glacial deposit evident in the project vicinity is the Vashon Drift till consisting of unsorted, unstratified, compact clay, silt, and sand, gravel with interbedded stratified sand, 12/24/09 PA829100ffdeRmlRWchaeo1ogica1 Assessment—Itrrpt doc LANDAU AssocIATES 2 silt, and gravel. Vashon Drift was deposited approximately 18,000 to 14,000 years ago by a continental ice sheet approximately 3,500 to 4,500 ft thick during the Fraser Glaciation (Dragovich et al. 2002; Thorson 1980; Wright and Frey 1965; Wright and Porter 1983). The Hawk's Landing project area exhibits a combination of alluvial overbank and stream channel deposits comprised of silt, sand, and gravels distributed across low stream terraces on both sides of May Creek. The primary soil type within the Hawk's Landing project area is Norma sandy loam formed from alluvium on floodplains with 0 to 2 percent slopes. The typical profile consists of sandy loam to a depth of 60 inches (150 cm) BGS. In addition, Alderwood gravelly sandy loam is located within the project area just south of May Creek and comprises the remainder of the southern portion of the project area. Alderwood gravelly sandy loam is formed from a mixture of basal till and volcanic ash on till plains and moraines. The typical profile consists of 12 inches (30 cm) of gravelly sandy loam over very gravelly sandy loam extending to a depth of 60 inches (150 cm) BGS (MRCS website 2009; Snyder et al. 1973). Flora and Fauna The biotic communities in the Renton area were historically not limited to the current distribution of plants and animals. Historic, ethnographic, and archaeological data in the vicinity attest to the diversity of floral and faunal resources that were locally available for human procurement that were used for food, medical purposes, tools, and adornment. Moreover, the complex physiography of the area with its mosaic -like distribution of resources from upland forest to riverine and lake margin environments facilitated this rich biotic community. The project area lies within the western hemlock (Tsuga heterophylla) zone of the Puget Lowland, which also contains Douglas fir (Pseudotsuga menziesii), western red cedar (Thz ja plicata), red alder (Alnus rubra), and big -leaf maple (Ater macrophyllum) with an understory of bracken fern (Pteridium aquilinum), sword fern (Polystichum munitum), Oregon grape (Berberis nervosa), salal (Gaultheria shallon), and berry vines (Rubus spp.) (Franklin and Dymess 1988). Historically, deer (Odocoileus spp.), elk (Cervus canadensis), black bear (Ursus americanus), cougar (Fells concolor), and coyote (Canis latrans) lived in the Renton area. These mammals have extensive ranges and were at one time common in both bottomland and uplands. Riverine, lacustrine, and upland habitats within and proximal to the Hawk's Landing project also supported a diverse array of smaller mammals, birds, and fish (Dalquest 1948). Lake Washington supports populations of sockeye salmon (Oncorhynchus nerka), cutthroat trout (O. clarki), rainbow trout (O. mykiss), longfin smelt (Spirinchus thaleichthys), prickly sculpin (Coitus asper), and threespine stickleback (Gasterosteus aculeatus) (Williams et al. 1975; Wydoski and Whitney 1979). 12/24/09 P\829\008\FileRm\R\Archaeological Assessment_Itrrpt doc LANDAU ASSOCIATES 3 Prehistory Cultural change in Northwest Coast prehistory is evaluated on temporal and spatial variations in archaeological assemblage, subsistence, and settlement patterns within regional environmental contexts. The prehistoric record for Puget Sound is divided into three broad chronological periods: the early [13,000-5,000 years Before Present (BP)], middle (5,000-1,000 years BP), and late (1,000-250 years BP). The early period is characterized by chipped stone tools such as fluted projectile points, leaf -shaped projectile points, and cobble tools with associated core and blade industries. Subsistence patterns exhibit a reliance on inland hunting supplemented with fishing and marine invertebrate procurement in riverine and littoral contexts. Settlements were typically located on upland plateaus or river terraces, although littoral occupations may have been inundated by seismic or eustatic processes during the Holocene (Carlson 1990; Kidd 1964; Nelson 1990; Wessen and Stilson 1987). The middle period represented a proliferation in tool diversity within regional assemblages. Notched stone projectile points were characterized by a decrease in size, and toolkits were supplemented with groundstone, bone, and antler industries. Subsistence practices showed an increased orientation toward marine and riverine habitats; shellfish, salmon, and sea mammals became more important resources during this period. Shell middens appear in the archaeological record during this period. Occupation areas expanded to include modern shorelines and islands in Puget Sound, characterized by the earliest evidence of seasonal village sites (Carlson 1990; Kidd 1964; Nelson 1990; Wessen and Stilson 1987). The late period is characterized by assemblages containing exotic trade goods imported from indigenous populations in the Columbia Plateau, as well as metal arrowheads and trade beads from Euro-American groups. Small side -notched and triangular stone projectile points persisted but were superseded by an emphasis on bone and antler tools. Salmon became a major staple, indicated by the construction and maintenance of elaborate fish weirs. Aquatic subsistence practices were supplemented by terrestrial hunting and plant procurement. Permanent, ethnographically described village sites were established and persisted into the historic period (Carlson 1990; Kidd 1964; Nelson 1990; Wessen and Stilson 1987). Ethnohistory During late historic times, Southern Coast Salish Indians occupied the Puget Sound area, from the Skagit River in the north to the Deschutes River near present-day Olympia in the south, reaching inland to the Cascade Range crest. The project vicinity is located in the traditional territory of the Duwamish Tribe (Duwamish), a coast Salishan group that oriented their settlement -subsistence systems toward the saltwater, riverine, and inland environments around Puget Sound (Ruby and Brown 1992; Suttles and 1224/09 P 1829�O=FileRmURlArchaeolopical Assessment_Krrpt doc LANDAU ASSOCIATES 4 Lane 1990; Swanton 1952). The Southern Lushootseed-speaking Duwamish (Dxwdewabs) Tribe's territory included the Black River, Cedar River, Green River, and White River drainage areas, extending from Puget Sound to the foothills of the Cascades. The name Duwamish is said to mean "inside the bay people" (Ruby and Brown 1992; Suttles and Lane 1990; Swanton 1952). The Duwamish are currently a non -federally recognized tribe whose ancestors greeted the first white settlers that arrived in what was to become the city of Seattle (Ruby and Brown 1992; Swanton 1952). Upon the signing of the Treaty of Point Elliott, the Duwamish were assigned to the Port Madison Reservation on the Kitsap Peninsula. However, the Port Madison Reservation was in the traditional homeland of the Suquamish who felt the Duwamish were infringing on their territory (Ruby and Brown 1992). By the winter of 1856, many of the Duwamish had returned to their traditional homeland. Some settled on the Muckleshoot Reservation while other Duwamish chose not to live on the reservations at all. The Duwamish that chose not to settle onto various reservations have tried repeatedly to gain federal recognition only to be denied by the U.S. government (Ruby and Brown 1992). The project area also falls within the ceded territory of the Muckleshoot Tribe, which consists of those tribes who signed the Treaty of Medicine Creek in 1854 and the Treaty of Point Elliott in 1855 (Ruby and Brown 1992). The tribes that make up the Muckleshoot Reservation and signed the Medicine Creek Treaty included the Skipahmishes or Green River Indians; the Stakamishes, or White River Indians; and the Smulkamishes, whose traditional territory encompasses present-day Enumclaw (Ruby and Brown 1992). After signing the Medicine Creek Treaty, the Green and White River Indians were relocated to the Nisqually Reservation with a provision that they could be moved to a more suitable place. In 1856, Washington Territory Governor Isaac Stevens established the Muckleshoot Reservation, located on Muckleshoot Prairie between the White and Green rivers (Ruby and Brown 1992). The Southern Coast Salish oriented their settlement -subsistence systems toward the saltwater, riverine, and inland environments within their territories. As with other western Washington groups, the Duwamish and Muckleshoot peoples relied on salmon as a staple resource. They established fishing stations along area rivers and streams, and traveled to troll the saltwater from which they harvested various salmonids and shellfish (Haeberlin and Gunther 1930; Suttles and Lane 1990). The focus of the Duwamish and Muckleshoot yearly cycles was the permanent winter village, which consisted of one or more cedar plank longhouses in which several related families resided (Noel 1980; Suttles and Lane 1990). At other times of the year, they used temporary pole and mat structures that were easily transported. Winter villages may not have been completely abandoned during the warmer months as family groups moved seasonally to various environmental zones to harvest abundant resources, process them for storage, and transport the supplies to the permanent village (Noel 1980; Suttles and Lane 1990). 12/24/09 P\829\008\FIIeRm\RWrchaeologicalAssessment_Knpt.doe LANDAuAssocIATES 5 Subsistence revolved around seasonal harvests of salmon and shellfish, including butter clams, littleneck clams, horse clams, geoduck, Olympia oysters, mussels, snails, and barnacles (Haeberlin and Gunther 1930; Noel 1980; Suttles and Lane 1990). Fish were caught using wooden weirs, woven nets, and rakes (Haeberlin and Gunther 1930; Suttles and Lane 1990). In addition to marine resources, plants and berries were gathered including camas, hazelnuts, red elderberries, blackberries, salmonberries, salal berries, thimble berries, dandelion roots, wild carrot, onion, and wapato (Haeberlin and Gunther 1930; Noel 1980). Hunting land mammals provided a large share of food for these groups; men specialized in the pursuit of deer, elk, bear, and beaver (Haeberlin and Gunther 1930; Noel 1980; Suttles and Lane 1990). Native American Place Names The area surrounding Renton exhibits many ethnographic locations in the form of toponyms, or place names, that describe areas associated with Coast Salish tradition, settlements, and subsistence. These traditional places are located along the shores of Lake Washington and along the length of the Duwamish River, Black River, and Green (White) River. The ethnographer T.T. Waterman noted that the survival and oral transmission of place names varied according to tribal recollection, and his informants admitted that many locations were lost to tradition over time (Waterman 1922, 2001). Native American place names include geographic features or names associated with traditional subsistence locations. Place names near the project area include Tugwi'tLUs meaning "red face," for a bluff located east of Renton; Cba13t", meaning "place were things are dried," for May Creek where large amounts of red fish were taken; Kwa'kwau, for a small promontory; P3E'swe, meaning "pressed, crowded back," for a place at the foot of Lake Washington, opposite the south end of Mercer Island; Spa pLxad, or "marshes" for wetlands at the south end of Lake Washington and east of the Black River; Cige'd, meaning "head or source," where the Black River flows out of Lake Washington; ct3u'IEgwEli, meaning "resembling a trail," for a creek that drains into a swamp where silver salmon were caught and a fish weir was located; tuwa'Ldad/-aL3t or "Jack salmon's home or King Salmon house," for a deep place in the Black River were abundant salmon were located in the summer; bstsxEbe'dats, meaning "place of ironwood," where people went to gather ironwood; blsxu'gld, "where there are cranes," for a swamp located west of the Duwamish River; t3awe'd1tc, meaning "river duck," for level land below the mouth of the Black River; and sgali'ls or "bad looking, the rocks are ugly," for a highland area that extends down to the Duwamish River (Waterman 2001). Some toponyms are suggestive of mystical happenings and include a location named Sq!u '1 'als ("dirty face") where the Grandmother of South Wind (Grandmother) lived (Waterman 2001). The mottled sediments exposed in the bluffs are the basis for the name and describes the squalid fate of Grandmother when her people left (Waterman 2001). Another location on 12/24/09 P %829%008TiteRm\RW&aeological Assessment_Itrrpt doc tANDAu AssocIATES 6 the west side of the Duwamish River is called hOtcsa'tci ("cut in two with reference to the hand"; Waterman 2001). Other toponyms are suggestive of village locations and include: Sa'tasakaL or "water at the head of a bay" for a village site north of the project area; Sex?itclb ("place where one wades") for an old village site at present-day Bryn Mawr; Sgoa'1-qo ("meeting of rivers"), a village site at the location of the confluence of the Black River and Green River; Stu'bla ("North -Wind"), located on a hillside south of the present-day Interurban Bridge where North -Wind had an ancient village; Sba'badi'd ("crags") for a deep hole in the Black River with cliffs on both sides where a village was located; and TuxE'b-qo ("confluence"), designating a village at the confluence of the historic Cedar and Black rivers (Waterman 2001). Currently, Indian tribes are concerned about development that occurs within their ceded territories and traditional use areas. These tribal groups often want to protect cultural properties, which include archaeological, traditional procurement, historic or landmark, and religious sites (Kennedy 1993). History Although Russian, Spanish, and British naval expeditions are thought to have penetrated the coastal waters off Washington as early as the middle 1500s, British Captain George Vancouver's arrival in 1792 marks the earliest undisputed record of Euro-American contact in the Puget Sound region. Many of the region's physiographic eponyms such as Puget Sound, Hood Canal, Mount Baker, Mount Rainier, and Dungeness Spit were derived from members of Vancouver's party and the British admiralty (Cole and Darling 1990; Kirk and Alexander 1990; Marino 1990; Meany 1923; Morgan 1979). Exploration was followed by incursions of Euro-American fur traders under the aegis of the Hudson's Bay Company during the 1830s. Early contacts between Euro-American traders and native populations proved disastrous to the latter as they fell victim to waves of malaria, tuberculosis, and smallpox epidemics in the late 1700s and middle 1800s (Cole and Darling 1990; Kirk and Alexander 1990; Marino 1990). Washington Territory was organized in 1853 by its first Governor, Isaac Stevens, who helped pave the way for Euro-American settlement and a Northern Pacific Railway route by compelling regional Indian tribes to relocate to reservations under a series of treaties in 1854 and 1855. The unpopularity of enforced removal amongst indigenous peoples was manifested by widespread tribal rebellion that was suppressed by the U.S. Army and territorial militias. Washington eventually achieved statehood on November 11, 1889 (Kirk and Alexander 1990). An especially significant stimulus for settlement in the region was the Donation Land Act of 1850. The law granted each male American citizen 18 and older a half section, or 320 acres, of public 12/24/09 P:\829\008\FileRm\R\ArchaeologicalAssessment_ttrrpt.dce LANDAuAssocIATES 7 lands, requiring that he occupy, cultivate, and "improve" it for 4 consecutive years. Wives of the settlers were granted an additional 320 acres in their own names (Ficken and LeWarne 1988; Johansen and Gates 1967). A review of the 1865 General Land Office (GLO) map indicates that May Creek was formerly named Honey Dew Creek and the presence of a wagon road extending east from the shores of Lake Washington to the north of the project area (GLO 1865). The GLO map exhibits no structures, villages, or land ownership information within the project area (Figure 2). Comparisons of the 1865 location of May Creek with its current configuration suggest that the original course of the creek was located north of the project area (GLO 1865; USGS 1983). The City of Renton was founded on the Duwamish River delta, where historically the Cedar and the Black rivers merged to join the Duwamish River. In 1853, Henry Tobin staked a claim with the intention of starting a lumber mill. In 1854, a coal seam was discovered on the land claim of Dr. R.H. Bigelow. The area surrounding the Duwamish, Cedar, Black, and White (Green) rivers had fertile farm land, abundant timber for logging, and salmon could be caught in the surrounding rivers. Logs were floated down the river, and several of the settlers provided logs to Henry Yesler's saw mill in Seattle and other saw mills in the area (Buerge 1989; Slauson 1976). Lumber, coal, and agriculture attracted settlers to the area, but it was not until 1873 that coal mining became a serious endeavor with the beginnings of the Renton Coal Company established by Captain William Renton. Due to its location and easy access to Seattle, Renton became the center of the coal industry in Puget Sound. In 1875, the City of Renton was platted by Erasmus Smithers, and its eponymous derivation suggests the importance of both Captain Renton and his coal mining operation to the town's historic economy (Bagley 1929; Buerge 1989; HistoryLink website 2009a,b; Meany 1923; Slauson 1976). The City of Renton was incorporated in 1901 (Bagley 1929; HistoryLink website 2009a,b; WPA 1941). Other industries in Renton included farming, a glass factory, lumber mills, and brick and tile plants. As the coal mining industry began to decline, the rise of other industries, the improvement of roads, and the completion of the Interurban rail line made Renton an attractive place for people to live (Bagley 1929; Rowe 1987). The Hawks Landing project area lies within the Kennydale neighborhood of Renton. Kennydale was platted as a separate community in 1904 by real estate developer C.D. Hillman with the tracts being referred to as the Garden of Eden (Buerge 1989; Slauson 1976). As mentioned previously, May Creek was formerly known as Honey Dew Creek and probably acquired its current designation in honor of a Mr. May who was the first Euro-American to homestead along its banks (Meany 1923). May Creek was lauded as being filled with "millions" of brook trout in an early advertisement for the tracts along its course. In 1904, the Kennydale Post Office was opened and by 1905 Kennydale's population was approximately 100 people who lived in small farmhouses on 1-acre tracts. Logging and coal mining were 12/24/09 P:182910081FileRm\RWrchaeological Assessment_Itrrpt doc LANDAU ASSOCIATES 8 important industries resulting in the construction of a 116-ft-tall log trestle over May Creek that was used to deliver timber from various logging operations and coal from the New Castle coal mines (Slauson 1976). A sawmill was located nearby on the shores of Lake Washington (HistoryLink website 2009a,b; Slauson 1976). A review of later historical maps reveals changes in local land ownership, as well as changes in the shoreline morphology of Lake Washington and channel of May Creek. The shoreline morphology of Lake Washington west of the project area did not change much between 1865 and 1912 based upon a comparison of the 1865 GLO map with the 1912 Kroll map. By 1912, the project area was located on a parcel originally owned by Joseph Jenotte (GLO 1865; Kroll Map Company 1912). By 1927, the property switched ownership to Jason M. Colman who oversaw its subdivision prior to 1936. During this time period, the course of May Creek remained relatively unchanged from its 1865 channel although the shoreline along Lake Washington had begun to be filled (Metsker 1927, 1936). At some point between 1936 and 1950, significant filling occurred along the shoreline of Lake Washington west of the project area (Figure 2; GLO 1865). By 1950, the course of May Creek shifted farther south to its current alignment in the project area. This change in the creek channel is most likely attributable to the construction of an unnamed road north of the project area in Section 29 affiliated with the Republic of Creosoting Company that bisected Lake Washington Boulevard and the railroad tracks (Kroll Map Company 1958; USGS 1973). PREVIOUS INVESTIGATIONS/LITERATURE REVIEW This section and those following include information about archaeological investigations and field data. The Washington State Department of Archaeology and Historic Preservation (DAHP) requires that survey data such as transect intervals, excavation depths, and prehistoric or ethnohistoric artifact measurements be recorded in metric units; English measurements are used only for historic period materials. Metric measurements are provided in this document to meet these reporting requirements. Cultural Resource Surveys Seven cultural resource surveys have been conducted within a 1-mile radius of the Hawk's Landing project area (Table 1) that are on file with DAHP. In 2008, the Washington State Department of Natural Resources (DNR) conducted an archaeological inventory of two dry docks (45KI814) that were previously submerged in Lake Washington atop a Superfund site; DNR removed the dry docks in December 2008 (Henning 2009). The dry docks were inventoried in part due to the DNR Derelict Vessel Removal Program, which removes environmental and navigational hazards caused by derelict watercraft. In 2007, a historic resource inventory was conducted for the Burlington Northern Santa Fe (BNSF) 12/24/09 P.182910081FileRmlRlArchaeologicalAssessment_ltrrpl.doc LANDAu ASSOCIATES 9 railroad, which is proposing to abandon segments of railroad tracks. Within the proposed railroad segments subject to abandonment, seven railroad bridges were recorded and recommended eligible for inclusion in the National Register of Historic Places (Allen 2007). In 2007, WSDOT completed a cultural resources discipline report for the I-405, Tukwila to Renton Improvement project. One resource, the Renton Civic Dump, was identified and recorded but is located more than 1 mile from the Hawk's Landing project area (WSDOT 2007). A cultural resources assessment was conducted in 1976 for the May Creek interceptor and no cultural resources were identified (Lorenz 1976). In 1997, LAAS conducted a cultural resources assessment for a proposed development project. No cultural resources were identified; however, monitoring was recommended for the removal of hazardous material as well as ground -disturbing construction activities (Bowden et al. 1997). A cultural resources inventory was conducted in 2001 by NWAA for the proposed Washington Light Lanes project. No cultural resources were identified near the proposed Hawk's Landing project area (NWAA 2001). Archaeological monitoring was conducted in 2003 by LAAS for a pipeline excavation project; however, no cultural resources were identified (Murphy and Larson 2003). TABLE 1 PREVIOUS CULTURAL RESOURCE INVESTIGATONS CONDUCTED WITHIN 1 MILE OF THE PROJECT AREA Resources Author Date Report Title Recorded Major 2008 Archaeological Inventory Survey Report, Lake Washington Floating Dry 45KI814 Docks, King County W % of the SW '/. Section 29, Township 24N, Range 5E (State -Owned Aquatic Land) Allen 2007 Historic Resource Inventory of the BNSF King County Abandonment Project, None Washington WSDOT 2007 I-405, Tukwila to Renton Improvement Project None* Murphy and 2003 Final Ripley Lane Pipeline Excavation Project (CIP # 200799) Archaeological None Larson Resources Monitoring NWAA 2001 Cultural Resources Inventory of the proposed Washington Light Lanes Project None Bowden et al. 1997 Cultural Resource Assessment, JAG Development, King County Washington None Lorenz 1976 Archaeological Assessment, U.S. Army Corps of Engineers, Permit N. 0741- None oYB-1-002916, Phase I -May Creek Interceptor, METRO/King County Water District No. 107 * None recorded within 1 mile of project area. 12124/09 P 182910081FileRmVRWrchaeological Assessment Itrrpt.doc LANDAU DISSOCIATES 10 Archaeological Sites Two archaeological sites have been identified within a 1-mile radius of the Hawk's Landing project area. Site 45KI425, a submerged aircraft in Lake Washington, is located approximately 1 mile to the northwest (Mester 1990). The site form does not provide any additional information on the aircraft. The aforementioned floating dry docks (45KI814), formerly located .25 mile to the northwest, were originally used by the U.S. Army during World War II and subsequently used by the Lake Union Dry Dock Company before they sank in Lake Washington (Major 2008). TABLE 2 ARCHAEOLOGICAL SITES LOCATED WITHIN 1 MILE OF THE PROJECT AREA Site No. Description Distance Reference 45KI425 Submerged Aircraft 1 mile northwest (in Mester 1990 Lake Washington) 45KI814 Floating Dry Docks YFD 48 and 51 0.25 mile northwest Major 2008 (in Lake Washington) * As noted previously, the dry docks were removed by DNR in December 2008. Historic Structures No historic structures listed on either the National Register of Historic Places or the Washington Heritage Register are located within a 1-mile radius of the project area. Inventory Methods and Results Three Landau Associates archaeologists excavated a total of 14 shovel probes (SP) at approximately 20-m intervals in unpaved areas located along the proposed trail route on November 24, 2009 (Figure 3). Each shovel probe was 40 cm in diameter and was excavated to a maximum depth of 50 cm BGS. Three Landau Associates archaeologists (Kara Kanaby, Douglas Tingwall, and Linda Naoi Goetz) examined the sidewalls and bottom of each shovel probe for shell, charcoal, bone, lithic, glass, and ceramic artifacts or features and investigated the excavated matrix for cultural materials. All sediments (from the soil profile) derived from the shovel probes were sifted through '/4-inch mesh screens over tarps. Sediments were described by color, compactness, and content. Depth measurements were taken at soil boundaries. Once completed, each shovel probe was photographed and backfilled with the sediment collected atop the tarp, and the sod layer was put back in place. The shovel testing took place along the proposed trail route, which is located on the north side of May Creek. Due to the presence of impervious surfaces, shovel probes were not able to be excavated along the proposed water and storm pipeline routes; however, these features will be located in previously 12/24/09 P.182910081FileRm%RWrchaeologtcal Assessment_Itrrpt doc LANDAU ASSOCIATES II disturbed right-of-way along Lake Washington Boulevard (Figure 3). Surface visibility was poor and vegetation in the project area consisted of alder, reed canarygrass, dense blackberry, and scotch broom. Photographs 1 through 10 in Attachment I provide overviews of the project area and representative plan views of the shovel probes. Descriptions of the shovel probes are provided in Table 3. The shovel probes exhibited fairly uniform sediment profiles consistent with depositional regimes comprised of fining upward sequences of alluvial overbank sediments and channel marginal sediments associated with May Creek. Six shovel probes exhibited similar sediment profiles consisting of dark olive brown to dark brown fine sandy silt to silt. SP-3 exhibited dark olive brown, fine, sandy, silty clay over extremely compact, olive gray silty clay interspersed with lenses of dark yellowish brown, fine sand. SP-5 exhibited dark olive brown silty clay with dark reddish brown mottling over olive gray silty clay with dark yellowish brown and dark reddish brown mottling. SP-9 and SP-12 both contained black silty sand over very dark brown sandy silt. In SP-9 the very dark brown sandy silt was underlain by dark brown silty sand. SP-10 exhibited very dark brown silt with trace fine sands overlying dark brown silt with trace fine sands atop a basal stratum of olive brown clayey silt. SP-12 yielded grayish brown clay with sand under the stratum of very dark brown sandy silt. SP-13 exhibited dark brown sandy silt with less than 5 percent gravels over olive brown clayey silt with trace fine sand and less than 5 percent gravels. Six shovel probes exhibited similar sediment profiles consisting of very dark grayish brown sandy silt to clayey sandy silt. SP-1 exhibited very dark grayish brown, sandy, silty clay with less than 5 percent subrounded to subangular gravels and cobbles over very compact, olive brown sandy silt with a large cobble. SP-2 exhibited a very dark grayish brown sandy silt with mottling with lenses of dark gray clay and yellowish brown sandy silt. SP-4 contained very dark grayish brown sandy silt with clay over dark yellowish brown sandy silt and mottles of dark gray clay. SP-6 exhibited very dark grayish brown silty fine sand over dark olive brown fine sand over dark brown sandy silt. SP-7 exhibited very dark grayish brown, clayey, sandy silt over very dark grayish brown sandy silt over clayey sandy silt with less than 5 percent subrounded to rounded gravels. The gravel content increased with depth to less than 60 percent before decreasing to less than 20 percent near the base of the profile. SP-8 exhibited very dark grayish brown sandy silt with less than 5 percent subrounded to rounded gravels. SP-I I and SP-14 contained very dark grayish brown fine sandy silt with less than 5 percent gravels over olive brown to dark olive brown gravelly sand with 60 percent subrounded gravels and cobbles. The high density of gravels and cobbles in both shovel probes are indicative of a channel deposit associated with May Creek. 12/24/09 P:%8291008\FileRmIRWrchaeological Assessment_Itrrpt doc LANDAU ASSOCIATES 12 TABLE 3 SHOVEL PROBE SUMMARY Depth - Resources SP # BGS Soil Description Identified 1 33 cm 0-32 cm: Very dark grayish brown (10YR3/2), sandy silty clay with less than 5 percent None subrounded to subangular gravels and cobbles 32-33 cm: Very compact, olive brown (2.5Y4/4), sandy silt with large cobble at base - till 2 50 cm 0-50 cm: Very dark grayish brown (10YR3/2), sandy silt with some clay and less than 1 None percent round gravels and cobbles, (5Y4/1) dark gray clay with dark yellowish brown (10YR3/6) mottling and lens 3 52 cm 0-20 cm: Dark olive brown (2.5Y3/3), fine sandy silty clay with no gravels or cobbles None 20-50 cm: Extremely compact, olive gray (5Y4/2), silty clay interspersed with lens of dark yellowish brown (10YR3/4) fine sand with no gravels or cobbles 4 50 cm 0-40 cm: Very dark grayish brown (10YR3/2), sandy silt with clay and less than 10 percent None rounded gravels and cobbles 40-50 cm: Dark yellowish brown (10YR3/6), sandy silt with dark gray (5Y4/1) clay 5 50 cm 0-40 cm: Dark olive brown (2.5Y3/3), silty clay with mottling of dark reddish brown (5YR3/4) None beginning at 20 cm BGS 40-50 cm: Olive gray (5Y4/2), silty clay with mottles of dark yellowish brown (10YR4/4 to 10YR3/4) and dark reddish brown (5YR3/4); becoming increasingly compact with depth 6 50 cm 0-6 cm: Very dark grayish brown (7.5YR2/1), silty fine sand None 6-30 cm: Dark olive brown (2.5Y3/3), fine sand 30-50 cm: Dark brown (10YR3/3), sandy silt 7 60 cm 0-28 cm: Very dark grayish brown (10YR3/2), clayey sandy silt with less than 5 percent None subrounded to rounded gravels 28-40 cm: Very dark grayish brown (10YR3/2), sandy silt with gravels increasing in density from 20 percent to less than 60 percent subangular and subrounded gravels and cobbles 40-60 cm: Dark grayish brown (2.5Y4/2), clayey sandy silt with less than 20 percent gravels and very sparse cobbles 8 48 cm 0-48 cm: Very dark grayish brown (10YR3/2), sandy silt with less than 5 percent subrounded None to rounded gravels; roots encountered at 40 cm BGS 9 50 cm 0-10 cm: Forest duff and black (10YR2/1), silty sand None 10-20 cm: Very dark brown (7.5YR2.5/2), sandy silt 20-50 cm: Dark brown (10YR3/3), silty sand 10 50 cm 0-20 cm: Very dark brown (10YR2/2), silt with trace fine sand and less than 5 percent gravels None 20-40 cm: Dark brown (10YR3/3), silt with trace fine sand 40-50 cm: Olive brown (2.5Y4/3), clayey silt with trace fine sand and less than 5 percent gravels 11 50 cm 0-11 cm: Very dark grayish brown (10YR2/2) fine sandy silt with less than 5 percent gravels None 11-21 cm: Olive brown (2.5Y4/4), very gravelly sand with 60 percent subrounded gravels and cobbles - channel deposit 21-50 cm: Dark olive brown, gravelly sand with 60 percent subrounded gravels and cobbles - channel deposit 12 50 cm 0-10 cm: Forest duff and black (10YR2/1), silty sand None 10-35 cm: Very dark brown (7.45YR2.5/2), sandy silt 35-50 cm: Grayish brown (2.5Y5/2), clay with sand 13 50 cm 0-25 cm: Dark brown (10YR3/3), sandy silt with less than 5 percent gravels None 25-50 cm: Olive brown (2.5Y4/3), clayey silt with trace fine sand and less than 5 percent gravels 14 50 cm 0-4 cm: Very dark grayish brown (10YR3n fine sandy silt with less than 10 percent gravels None 40-50 cm: Olive brown (2.5Y4/4), very gravelly sand with 60 percent subrounded gravels and cobbles - channel deposit 12/24/09 P.\829\008\FileRm\RlArchaeological Assessment_Itrrpt doc LANDAU ASSOCIATES IJ CONCLUSIONS AND RECOMMENDATIONS No prehistoric or historic cultural resources were identified during the current investigation. The pedestrian survey did not identify any archaeological materials on the surface or in the shovel probes. No further archaeological work is recommended for the project area based upon the degree of previous ground disturbance along the routes of the proposed stormwater system and water pipelines and the absence of cultural materials in shovel probes excavated along the proposed trail. Although no prehistoric or historic cultural resources were identified during the current investigation, the potential for such discoveries remains. The project area is in a high probability zone given its proximity to Lake Washington and ethnographic associations. If archaeological deposits of unevaluated significance are encountered during construction activities, ground disturbance should be halted and activities directed away from the area. The construction foreman should notify the City of Renton Project Manager, Jennifer T. Henning (425-430- 7286) and Washington State Department of Archaeology and Historic Preservation (DAHP) Archaeologist Gretchen Kaehler (360-586-3088) of any cultural materials uncovered and consult with them about the significance of the materials. If human skeletal remains are encountered during construction activities, all work activities should cease immediately. The area should be screened off, and the construction foreman should contact the City of Renton Project Manager, Jennifer T. Henning (425-430-7286), who will call the King County Medical Examiner's Office (206-731-3232), DAHP Archaeologist Gretchen Kaehler (360-586-3088), and State Physical Anthropologist Guy Tasa (360-586-3534). If the Medical Examiner determines that the burial is Native American, DAHP staff will assist the City in notifying appropriate Tribal representatives to confer with the City on the protocol to sensitively treat the remains. The City of Renton will provide strict 24-hour security of the area of the burial until appropriate treatment of the remains has been determined. Copies of this letter report should be sent to DAHP and the Tribes with which the City is consulting for their review and comments USE OF THIS REPORT This cultural resources assessment has been prepared for the exclusive use of the City of Renton for specific application to the Hawk's Landing project. No other party (with the exception of the appropriate reviewing agencies) is entitled to rely on the information, conclusions, and recommendations included in this document without the express written consent of Landau Associates. Further, the reuse of information, conclusions, and recommendations provided herein for extensions of the project or for any other project, without review and authorization by Landau Associates, shall be at the user's sole risk. The 12/24/09 P \829\008\FileRm\RWrchaeological Assessment_hrrpt.doc LANDAU ASSOCIATES 14 conclusions and recommendations presented in this report are professional opinions based upon information currently available to us and are made within the limitations of scope, schedule, and budget for this project. The determinations made in this report are considered preliminary until concurrence with the determinations is received from the appropriate agencies. Our services have been provided in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions as this project. We make no other warranty, either express or implied. LANDAU ASSOCIATES, INC. Kara M. Kanaby Senior Staff Archaeologist Linda Naoi Goetz Associate Archaeologist/Cultural Resource Specialist ugl s F. Ting woi ' Senior Project Archaeologist -f: C/�' - Thomas C. Rust Principal Investigator KMK/LNG/DFT/TCR/ccy Attachments Figure 1: Vicinity Map Figure 2: 1865 General Land Office Map and Project Area Figure 3: Shovel Probe Locations Attachment 1: Selected Site Photographs 12/24/09 P:182910081FileRm1RlArchaeological Assessment_itrrpl.doc LANDAU ASSOCIATES 15 REFERENCES Allen, Jason. 2007. Historic Resource Inventory of the BNSF King County Abandonment Project, Washington. Manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Bagley, Clarence. 1929. History of King County, Washington. Volume I. S.J. Clarke. Chicago, Illinois. Bowden, Bradley, Leonard A. Forsman, Lynn L. Larson, and Dennis E. Lewarch. 1997. Cultural Resource Assessment, JAG Development, King County Washington. Manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Buerge, David. 1989. Renton: Where the Water Took Wing. Windsor Publications. Northridge, California. Carlson, Roy L. 1990. "Cultural Antecedents." In: Handbook of North American Indians. Northwest Coast. Vol. 7. pp. 60-69. Wayne Suttles, ed. Smithsonian Institution. Washington, D.C. Cole, Douglas and David Darling. 1990. "History of the Early Period." In: Handbook of North American Indians. Northwest Coast. Vol. 7. pp. 119-134. Wayne Suttles, ed. Smithsonian Institution. Washington, D.C. Dalquest, Walter W. 1948. Mammals of Washington. University of Kansas Press. Lawrence, Kansas. Dragovich, Joe D., Robert L. Logan, Henry W. Schasse, Timothy J. Walsh, William S. Lingley, Jr., David K. Norman, Wendy J. Gerstel, Thomas J. Lapen, J. Eric Schuster, and Karen D. Meyers. 2002. Geologic Map of Washington -Northwest Quadrant. Washington Division of Geology and Earth Resources Geologic Map GM-50. Washington State Department of Natural Resources. Olympia, Washington. Ficken, Robert E. and Charles P. LeWame. 1988. Washington: A Centennial History. University of Washington Press. Seattle, Washington. Franklin, Jerry F. and C.T. Dyrness. 1988. Natural Vegetation of Oregon and Washington. U.S. Department of Agriculture, Forest Service General Technical Report PNW-8. Portland, Oregon. GLO. 1865. Survey Plat of Township 24 North, Range 5 East. East Willamette Meridian. General Land Office. Manuscript on file at the Map Collection, Suzzallo Library, University of Washington. Seattle, Washington. Haeberlin, Hermann and Erna Gunther. 1930. The Indians of Puget Sound. University of Washington Press. Seattle, Washington. Henning, Jennifer. 2009. E-mail message from Jennifer T. Henning, A.I.C.P., Planning Manager, City of Renton Planning Division, to Linda Goetz, Associate Archaeologist, Landau Associates. Re: Hawk's Landing CR Report. December 22. HistoryLink website. 2009a. Renton -Thumbnail History. www.historylink.org. Accessed November 30. HistoryLink website. 2009b. Renton Beginning — Kennydale Post Office Opens on August 18, 1904. www.historvlink.org. Accessed November 30. 12l24/O9 P:1829M81FileRmlR%rchaeologicalAssessment_ltnpt.doc LANDAU ASSOCIATES 16 Johansen, Dorothy O. and Charles M. Gates. 1967. Empire of the Columbia. Harper and Row. New York, New York. Kennedy, Dorothy. 1993. Draft Ethnographic Site Typology. Unpublished manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Kidd, Robert. 1964. A Synthesis of Western Washington Prehistory from the Perspective of Three Occupation Sites. Unpublished Master's Thesis. University of Washington. Seattle, Washington. King County website. 2009. Lake Washington and Physical Characteristics. hn://green.kin cg ounty.gov/lakes/LakeWashington.asi2 . Accessed December 16. Kirk, Ruth and Carmela Alexander. 1990. Exploring Washington's Past: A Road Guide to History. University of Washington Press. Seattle, Washington. Kroll Map Company. 1912. Kroll's Atlas of King County. Seattle, Washington. Kroll Map Company. 1958. Kroll's Atlas of King County. Seattle, Washington. Lorenz, Thomas H. 1976. Archaeological Assessment, U.S. Army Corps of Engineers, Permit No. 071- OYB-1-002916, Phase I, May Creek Interceptor. Manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Luzier, J.E. 1969. "Geology and Ground -water Resources of Southwestern King County, Washington." Water -Supply Bulletin No. 28. State of Washington Department of Water Resources and United States Geological Survey Water Division. Major, Maurice. 2008. State of Washington Archaeological Site Inventory Form: 45KI814. Manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Marino, Cesare. 1990. "History of Western Washington since 1846." In: Handbook of North American Indians. Vol. 7. Northwest Coast. pp.169-179. Wayne Suttles, ed. Smithsonian Institution. Washington, D.C. Meany, Edmond S. 1923. Origin of Washington Geographic Names. University of Washington Press. Seattle, Washington. Mester, Robert. 1990. Department of Community Development Office of Archaeology and Historic Preservation 45KI425. Manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Metsker, Charles F. 1927. Metsker's Atlas of King County. Metsker Map Company. Seattle, Washington. Metsker, Charles F. 1936. Metsker's Atlas of King County. Metsker Map Company. Seattle, Washington. Morgan, Murray. 1979. Puget's Sound: A Narrative of Early Tacoma and the Southern Sound. University of Washington Press. Seattle, Washington. 12/24/09 P\829\008\FileRm\R\ArchaeologicalAssessment Itrrptdoc LANDAU ASSOCIATES 17 Murphy, Laura and Lynn L. Larson. 2003. Final Ripley Lane Pipeline Excavation Project (CIP # 200799) Archaeological Resources Monitoring. Manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Nelson, Charles M. 1990. "Prehistory of the Puget Sound Region." In: Handbook of North American Indians. Vol. 7. Northwest Coast. pp. 481-484. Wayne Suttles, ed. Smithsonian Institution. Washington, D.C. Noel, Patricia Slettvel. 1980. Muckleshoot Indian History. Auburn School District No. 408. Auburn, Washington. NWAA. 2001. Cultural Resources Inventory of the Proposed Washington Light Lanes Project. Manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. NRCS website. 2009. Washington Soil Survey Reports. www.or.nres.usda.gov/pnw soil/ wa reaorts.html. Natural Resources Conservation Service. Accessed November 23. Rowe, Paul. 1987. Little History of Washington. SCW Publications. Seattle, Washington. Ruby, Robert H. and John A. Brown. 1992. A Guide to the Indian Tribes of the Pacific Northwest. University of Oklahoma Press. Norman, Oklahoma. Slauson, Morda C. 1976. Renton, from Coal to Jets. Ethel Telban, ed. Renton Historical Society. Renton, Washington. Snyder, Dale E., Philip S. Gale, and Russell F. Pringle. 1973. Soil Survey of King County Area, Washington. U.S. Department of Agriculture, Soil Conservation Service. Washington, D.C. Suttles, Wayne and Barbara Lane. 1990. "Southern Coast Salish." In: Handbook of North American Indians. Vol. 7. Northwest Coast. pp. 485-502. Wayne Suttles, ed. Smithsonian Institution. Washington, D.C. Swanton, John Reed. 1952. Indian Tribes of Washington, Oregon, and Idaho. Ye Galleon Press. Fairfield, Washington. Thorson, Robert M. 1980. "Ice -sheet Glaciation of the Puget Lowland, Washington, during the Vashon Stade (Late Pleistocene)." Quaternary Research. 13:303-321. USGS. 1973, photorevised from 1968 and 1950. Mercer Island Quadrangle, Wash. 7.5-Minute Series Topographic Map. U.S. Geological Survey. Manuscript on file at the Map Collection Division, University of Washington Libraries. Seattle, Washington. USGS. 1983. Bellevue South Quadrangle, Wash. 15-Minute Series Topographic Map. U.S. Geological Survey. Manuscript on file at the Map Collection Division, University of Washington Libraries. Seattle, Washington. Waterman, T.T. 1922. "The Geographical Names Used by the Indians of the Pacific Coast." The Geographical Review. 12:175-194. 12t24t09 P.\829\008\FileRm\R\Archaeological Assessment_Itrrpt doc LANDAU ASSOCIATES 18 Waterman, T.T. 2001. Puget Sound Geography. Vi Hilbert, Jay Miller, and Zalmai Zahir, eds. Lushootseed Press. Federal Way, Washington. Weaver, Charles E. 1937. Tertiary Stratigraphy of Western Washington and Northwestern Oregon. Vol. 4. University of Washington Publications in Geology. Seattle, Washington. Wessen, G.C. and M.L. Stilson. 1987. Resource Protection Planning Process: Southern Puget Sound Study Unit. An RP3 document prepared for the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Western Regional Climate Center website. 2009. Historical Climate Information, Climate of Washington. www.wrcc.dri.edu/index.html. Accessed November 30. Williams, R.W., R.M. Laramie, and J.J. Ames. 1975. A Catalog of Washington Streams and Salmon Utilization. Volume 1: Puget Sound Region. Washington Department of Fisheries. WPA. 1941. Washington: A Guide to the Evergreen State. Works Progress Administration. Binford and Mort. Portland, Oregon. Wright, H.E., Jr., and David G. Frey, eds. 1965. The Quaternary of the United States. Princeton University Press. Princeton, New Jersey. Wright, H.E. Jr., and Stephen C. Porter, eds. 1983. Late -Quaternary Environments of the United States. University of Minnesota Press. Minneapolis, Minnesota. WSDOT. 2007. I-405 Tukwila to Renton Improvements Project. Manuscript on file at the Washington State Department of Archaeology and Historic Preservation. Olympia, Washington. Wydoski, R.S. and R.R. Whitney. 1979. Inland Fishes of Washington. University of Washington Press. Seattle, Washington. 12/24/09 P.1829t008\FileRmlRWrchaeological Assessment_Itrrptdor. LANDAU ASSOCIATES 19 1 1���--�1 �t�� •-.mow. +'1 �, .t Y� ,FfOt�Ff�'i ��t _� •T ,'� � � p �� ��, w.r' i •?._, 'Ji Pines , tattoo r ,� j ■ "�'; f."I } , to 'y 1 ! �.it 1, ��,, sr ' y?;�j^�• ��` fir... s�_ r �;.'� I ,� + ���, �. "' i �. ;ii J c3 Project Location i•• � ^''} :Ir 1 1 � i � � ,�*.�. Ijt� '� \\\\���;I� i•'`.,rr. i •. •�iT[T�.r;l;+�� �''; J,f/ / ! i � f i ! �`9 1 t �� i 't .l^.+ , - � � r ERE Y. Sr .��� w J� �J `` r • t' r . i `� `U) gravel F may; � `� + � � � y�; �` - � �. • , KB Ilyd3if• Llr�,s : i 1 St Park i i Yixar) �• 1 j� .���/�.•''j r'-.%C�,.'l�i�. r-f,fi'1 E: lr• • :f � .. •+e�•y �•e.•'... ... 0 0 Project N Location Q Everett E 0 0.5 1 Seattle Renton Spokane o N Tacoma Miles Washington o 0 m (V m ti Data Source: ESRI 2008 m s City of Renton ' Hawks Landing Figure LANDAU Improvement Project Vicinity Map ASSOCIATES Renton, Washington 10 Project Location �g "- .V xltj,�l�,! f �� c` ; j%1�%/1: ti 1fir� ply, lit 6 Q. Mom Note Legend 1. Black and white reproduction of this color original may reduce its effectiveness and Modern Shoreline lead to incorrect interpretation. 0 1,500 3,000 Data Source: General Land Office 1865 Scale in Feet City of Renton Figure Hawks Landing 1865 General Land Office LANDAU Improvement Project Map and Project Area 2 ASSOCIATES Renton, Washington �ILegend E • Negative Shovel Probe — — Proposed Trail Route o Proposed Water & Storm Pipelines that are in an Area with m Impervious Surface m Data Source: ESRI Image Server a City of Renton Hawks Landing LALANDAU Improvement Project ASSOCIATES Renton, Washington JIM +! !,'kr. J� t Note 1. Black and white reproduction of this color original may reduce its effectiveness and lead to incorrect interpretation. 0 220 440 Scale in Feet Figure ,iovel Probe Location 3 ATTACHMENT Selected Site Photographs 1. Overview of proposed stormwater line looking south along Lake Washington Boulevard. 2. Overview of May Creek, looking south. City of Renton Hawks Landing 14F igi,rr= Selected Site Photographs LANDAU Improvement Project ASSOCIATCS Renton, Washington 3. Overview of west end of proposed trail. 4. Overview of proposed trail, looking northwest. LANDAU 14 ASSOCIATES City of Renton Hawks Landing Improvement Project Renton, Washington Selected Site Photograph Figure 1-2 00 m 5. Overview of east end of proposed trail. 6. Plan view of SP-1. City of Renton Hawks Landing Figure LANDAU Improvement Project L4 Selected Site Photographs ASSOCIArt Renton, Washington 1.3 "�ex �Y '�' i 'i► aV ,q ,'4s ad ;. �e c. '..'� * tea,+ ,...� " 'i' • i �p M � f 7. Plan view of SP-4. .R 8. Plan view of SP-7. City of Renton 1ALANDAU Hawks Landing Selected Site Photographs Improvement Project ASSOCIATES Renton, Washington Figure 1-4 9. Plan view of SP-1 Z L4LANDAU ASSOCIATES City of Renton Hawks Landing Improvement Project Renton, Washington �1{ *1. s�u Selected Site Photographs Figure 1-5 LA RENTON CITY COUNCIL Regular Meeting August 17, 2009 Council Chambers Monday, 7 p.m. M I N U T E S Renton City Hall CALL TO ORDER Mayor Law called the meeting of the Renton City Council to order and led the Pledge of Allegiance to the flag. ROLL CALL OF RANDY CORMAN, Council President; GREG TAYLOR; RICH ZWICKER; TERRI COUNCILMEMBERS BRIERE; DON PERSSON. MOVED BY CORMAN, SECONDED BY ZWICKER, COUNCIL EXCUSE ABSENT COUNCILMEMBERS KING PARKER AND MARCIE PALMER. CARRIED, CITY STAFF IN ATTENDANCE DENIS LAW, Mayor; JAY COVINGTON, Chief Administrative Officer; ZANETTA FONTES, Assistant City Attorney; BONNIE WALTON, City Clerk; ALEX PIETSCH, Community and Economic Development Administrator; GREGG ZIMMERMAN, Public Works Administrator; IWEN WANG, Finance and Information Services Administrator; NANCY CARLSON, Human Resources Administrator; SUZANNE DALE ESTEY, Economic Development Director; JERRY RERECICH, Recreation Director; KAREN MCFARLAND, Property Services Specialist; ANGIE MATHIAS, Associate Planner; FIRE AND EMERGENCY SERVICES ADMINISTRATOR I. DAVID DANIELS, EMERGENCY MANAGEMENT DIRECTOR DEBORAH NEEDHAM and DEPUTY CHIEF BILL FLORA, Fire & Emergency Services Department; COMMANDER FLOYD ELDRIDGE, COMMANDER KENT CURRY and MANAGER PENNY BARTLEY, Police Department. PROCLAMATION A proclamation by Mayor Law was read declaring September 2009, to be Ready In Renton Month - "Ready in Renton Month" in the City of Renton and encouraging all residents to September 2009 prepare their homes, businesses, and community for any type of emergency, MOVED BY TAYLOR, SECONDED BY CORMAN, COUNCIL CONCUR IN THE PROCLAMATION. CARRIED. Emergency Management Director Deborah Needham accepted the proclamation with appreciation. She thanked the community for being proactive regarding disaster preparedness. SPECIAL PRESENTATION Fire Chief and Emergency Services Administrator I. David Daniels awarded the Fire: Meritorious Service crew of Engine 13 Meritorious Unit Citations for their outstanding efforts Award, Harrington Ave NE regarding the five -alarm fire that occurred at 900 Harrington Ave. NE on Fire, Engine 13 6/30/2009. Mayor Law emphasized that the crew did an excellent job protecting nearby homes. PUBLIC HEARINGS This being the date set and proper notices having been posted and published in Vacation: Lake WA Blvd N & accordance with local and State laws, Mayor Law opened the public hearing to N 44th St ROW, Alpert consider a petition for Street Vacation of a portion of right-of-way containing International, VAC-09-001 approximately 12,100 square feet, located east of Lake Washington Blvd. N , south of N. 44th St. Property Services Specialist Karen McFarland reported that the requested vacation area is located immediately north of 4350 Lake Washington Blvd. N., the former site of Pan Abode Cedar Homes. She stated that the entire proposed vacation area is located within a Washington State Department of Transportation's (WSDOT) limited access control area. August 17, 2009 Renton City Council Minutes Page 248 Ms. McFarland reported that the proposed vacation area was quit -claimed to the City by WSDOT on June 20, 1979 (by turn -back agreement). She explained that this was done pursuant to Chapter 78, Laws of 1977, first extraordinary session of the Washington State Legislature. Ms. McFarland reported that the petition was submitted by Spencer Alpert on behalf of the Port Quendall Company on May 26, 2009. She remarked that 100 percent of the abutting property owners had signed the petition. Ms. McFarland also reported that the applicant's statement of purpose indicated that vacating the proposed area will enable Alpert International an opportunity to develop the vacated area in a manner consistent and compatible with the proposed Hawk's Landing development. It also indicated that the proposed vacation area is currently underdeveloped, not used for travel or other right-of- way purposes and is not reflective of the highest and best use of the property in relation to the City's Code. The statement further indicated that approval of the petition would not create incompatibility with the City's current transportation system or future plans known at this time, and the proposed vacation area would be turned into a privately -owned access point, maintained by the adjacent property owners and project developers. Ms. McFarland reported that there are no facilities in the area of the vacation petition. She stated that the petition was circulated to City departments for review and that the Surface Water Utility Division requested that the petitioner provide an equivalent usable area, along the southwestern area of the Hawk's Landing project site, for a stormwater quality and/or detention vault in the future. Ms. McFarland stated that Puget Sound Energy, Qwest, Comcast, and Integra Telecomm were contacted and that no objections to the petition were raised. She remarked that WSDOT has approved the proposed_ vacation as required by the original turn -back agreement and noted that any compensation from the proposed vacation must be directed to the State Highway Fund under er the tms of the agreement. She also reported that access from the site to '(0 1e t4,-� . Lake Washington Blvd. N. will be restricted to right -in, right -out and will require a restrictive median treatment as determined and approved by WSDOT. She re-emphasized that the proposed vacation ar a is within a limited access area and that th vacation cou d not change WSDOT's access rights. Concluding, Ms. McFarland recommended approval of the vacation petition subject to the previously mentioned conditions. She stated that accordingly, the applicant will need to contact WSDOT and obtain any necessary approvals for any future land use changes in the requested vacation area. Public comment was invited. There being none, it was MOVED BY BRIERE, SECONDED BY ZWICKER, COUNCIL CLOSE THE PUBLIC HEARING. CARRIED. MOVED BY BRIERE, SECONDED BY ZWICKER, COUNCIL APPROVE THE VACATION PETITION SUBJECT TO THE FOLLOWING: PROVIDE AN EQUIVALENT AREA AS DETERMINED BY THE CITY'S SURFACE WATER UTILITY FOR SURFACE WATER TREATMENT AND DETENTION FACILITIES; LIMIT ACCESS TO LAKE WASHINGTON BLVD. N. TO RIGHT -IN, RIGHT -OUT TRAFFIC MOVEMENT AND REQUIRE RESTRICTIVE MEDIAN TREATMENT AS DETERMINED AND APPROVED BY WSDOT; UNDERSTAND THAT THE VACATION DOES NOT CHANGE WSDOT'S ACCESS RIGHTS AND THAT IT IS STILL A LIMITED ACCESS AREA CONTROLLED BY WSDOT. CARRIED. August 17, 2009 Renton City Council Minutes Page 249 Annexation: Earlington, 80th This being the date set and proper notices having been posted and published in Ave S & S 134th St accordance with local and State laws, Mayor Law opened the public hearing to consider the Petition to Annex and zoning for the proposed Earlington Annexation; approximately 100 acres located east of 80th Ave. S., north of S. 134th St. Associate Planner Angie Mathias reported that a closing letter approving final action for the Earlington Annexation was received from the Boundary Review Board on 7/10/2009. She explained that a public hearing was held on 4/6/2009 and that tonight's hearing is a second hearing regarding zoning and is required prior to effectuating the annexation. Ms. Mathias stated that the site contains single-family homes, vacant land, steep slopes, and a Class 4 waterway. Reviewing the site's zoning, she stated that the existing King County zoning is R-6 (six dwelling unit per gross acre), R-8 (eight dwelling units per gross acre), and R-12 (12 dwelling units per gross acre). She reported that the City's Comprehensive Plan designates the site as eligible for residential single-family and residential medium density zoning. She stated that the proposed City zoning for the site is R-8 (eight dwelling units per net acre), R-10 (ten dwelling units per net acre), and R-14 (14 dwelling units per net acre). Public comment was invited. There being none, it was MOVED BY TAYLOR, SECONDED BY ZWICKER, COUNCIL CLOSE THE PUBLIC HEARING. CARRIED. MOVED BY TAYLOR, SECONDED BY ZWICKER, COUNCIL APPROVE FIRST READING OF THE ORDINANCE EFFECTUATING THE EARLINGTON ANNEXATION AND APPROVE THE FIRST READING OF THE ORDINANCES REZONING THE EARLINGTON ANNEXATION AREA TO R-8, CONSISTENT WITH THE RESIDENTIAL SINGLE FAMILY DESIGNATION; AS WELL AS R-10 AND R-14, CONSISTENT WITH THE RESIDENTIAL MEDIUM DENSITY DESIGNATION. (See pages 252 and 253 for ordinances.) ADMINISTRATIVE REPORT Fire and Emergency Services Administrator Daniels explained that Agenda Item Fire: Green River Pre -Incident 8.j., regarding pre -declaring a disaster with respect to the potential impacts of Emergency Declaration flooding from the Howard Hanson Dam, was being brought forward only as a preparedness measure. He remarked that if flooding was to occur, pre - declaring an emergency will ensure that the City will have all options regarding resources readily available. AUDIENCE COMMENT Tom Jones (Woodinville) stated that he represents the Cascadia Program for Citizen Comment: Jones - regional development. He explained that Cascadia is a Seattle -based Transportation Issues & philanthropically and government funded transportation policy think-tank Policies whose goal since 1993 is to be involved in and promote transportation issues and solutions in the public interest throughout the Northwest. Mr. Jones stated that Cascadia has been involved in the tunnel replacement for the Seattle viaduct, ferry service throughout the Sound, high-speed rail on the Amtrak corridor between Eugene, OR and British Columbia, and hybrid and electric vehicle promotion. Continuing, Mr. Jones stated that Cascadia is also involved with commuter rail on the Renton to Snohomish BNSF railway line and remarked that Cascadia has never believed this could be a substitute for Sound Transit's Eastlink light rail between Seattle and Redmond. He invited City officials, staff and community leaders to a Cascadia sponsored tour of the new Sonoma-Marin California August 17, 2009 Renton City Council Minutes Page 250 corridor. Mr. Jones explained that the purpose of the trip would be to answer why their engineered costs are one quarter the cost per mile that Sound Transit and the Puget Sound Regional Council estimate to develop the Eastlink corridor. CONSENT AGENDA Items listed on the consent agenda are adopted by one motion which follows the listing. At the request of Councilmember Persson, item 8.1. was removed for separate consideration. Council Meeting Minutes of Approval of Council meeting minutes of 8/10/2009. Council concur. 8/10/2009 CAG: 09-139, S 3rd St & City Clerk reported bid opening on 8/12/2009 for CAG-09-139, S. 3rd St. & Shattuck Ave S Safety Shattuck Ave. S. Safety Improvement; eight bids; engineer's estimate $339,510; Improvement; End General and submitted staff recommendation to award the contract to the low bidder, Construction End General Construction, Inc., in the amount of $325,826.56. Council concur. Court Case: Automated Traffic Court Case filed by Michael Todd, et al, represented by Breskin Johnson & Safety Cameras; Michael Townsend, PLLC, The Rosen Law Firm, Bowler Law Office, PLLC, and Williamson Todd, et al & Williamson, Attorneys for plaintiffs, relating to the use of Automated Traffic Safety Cameras. Refer to City Attorney and Insurances Services. Annexation: Kendall, NE 4th St Community and Economic Development Department submitted 10% Notice of & 152nd Ave SE Intent to annex petition for the proposed Kendall Annexation and recommended waiving the $2,500 filing fee and setting a public meeting on 9/14/2009 to consider the petition; 27.66 acres located south of NE 4th St., east of 152nd Ave SE. Council concur. Annexation: Duvall South, Community and Economic Development Department submitted King County NE 1st St & Field Ave NE Boundary Review Board Closing Letter regarding the Duvall South Annexation and recommended final approval of the annexation. Council concur. (See page 253 for ordinance.) Annexation: Honey Creek Community and Economic Development Department submitted King County Estates, NE 12th St & 148th Boundary Review Board Closing Letter regarding the Honey Creek Estates Ave SE Annexation and recommended final approval of the annexation. Council concur. (See page 253 for ordinances.) Annexation: Sunset East, Community and Economic Development Department submitted King County NE 16th St & 148th Ave SE Boundary Review Board Closing Letter regarding the Sunset East Annexation and recommended final approval of the annexation. Council concur. (See page 253 for ordinances.) CED: Real Estate Kiosk Signs Community and Economic Development Department recommended amending City Code to establish a permit fee for real estate sign kiosks, creating a Real Estate Kiosk Sign category, and authorizing the Real Estate Sign Kiosk Pilot Program for three years, unless extended. Refer to Planning and Development Committee; set public hearing on 9/14/2009. Community Services: Community Services Department recommended approval of a Designated Fund Designated Fund Agreement, Agreement in the amount of $596,320.65 with the Renton Community Renton Community Foundation for designated fund services for the Renton Senior Activity Center. Foundation Council concur. Fire: Green River Pre -Incident Fire and Emergency Services Department recommended adoption of a Emergency Declaration resolution proclaiming an emergency due to the Green River flood threat. Council concur. (See page 252 for resolution.) August 17, 2009 Renton City Council Minutes Page 251 Police: Amended & Restated Police Department recommended approval of the Amended and Restated Interlocal Agreement, SCORE Interlocal Agreement with the South Correctional Entity (SCORE) to create a & Member Cities Agreement new membership category for the City of Des Moines, and approval of an interlocal agreement with the cities of Auburn, Des Moines, and Federal Way that identifies Des Moines' obligation for debt service repayment to the member cities. Council concur. (See page 2S4 for ordinance.) Lease: Fixed -Base Operation Transportation Systems Division recommended approval of a ground lease in Hangar, Renton Gateway the amount of $78,002.22 per year, for a period of 35 years, with Renton Center Gateway Center, LLC for the construction and operation of a new hangar facility to continue to operate a fixed -base operation at the Renton Municipal Airport. Expenditure estimate: $475,000. Refer to Transportation (Aviation) Committee. Transportation: Transportation Systems Division recommended approval of a Reimbursement Reimbursement Agreement, Agreement in the amount of $55,000 with MClmetro Access Transmission MClmetro Access Services, LLC for relocation of fiber optic facilities in advance of the City's Transmission Services Shattuck Ave. S. Stormwater Bypass construction project. Council concur. SAD: White Fence Ranch Utility Systems Division requested approval of the final special assessment Sanitary Sewer Extension district ordinance for the White Fence Ranch Sanitary Sewer Extension in the total amount of $1,300,556.39 with costs to be equitably distributed to those who benefit. Refer to Utilities Committee. MOVED BY CORMAN, SECONDED BY TAYLOR, COUNCIL APPROVE THE CONSENT AGENDA MINUS ITEM 8.1. CARRIED. Separate Consideration Item Public Works Department recommended approval of a sole source contract in 8_I. the amount of $183,418 with Performance Construction Equipment, Inc. to Public Works: Mobile purchase a Fintec 640 Mobile Screening Plant for the purpose of screening Screening Plant, Performance waste material. RefeF t^ PiRaRee CommitteeMOVED BY PERSSON, SECONDED Construction Equipment BY TAYLOR, COUNCIL CONCUR IN CONSENT AGENDA ITEM 8.1. CARRIED. UNFINISHED BUSINESS MOVED BY ZWICKER, SECONDED BY PERSSON, COUNCIL REFER THE ISSUE OF Transportation: School Zone SCHOOL ZONE FLASHING LIGHTS FROM THE TRANSPORTATION (AVIATION) Flashing Lights COMMITTEE TO THE COMMITTEE OF THE WHOLE. CARRIED. Transportation (Aviation) Transportation (Aviation) Committee Vice -Chair Zwicker presented a report Committee recommending concurrence in the staff recommendation to: Transportation: Speed Limit 1. Authorize lowering the speed limit from 3S miles per hour to 30 miles per Revisions hour on Edmonds Ave. SE and SE 116th St., from SE Puget Dr. to SE 192nd St, with the exception of school zones. The school zones established around Cascade and Benson Hill elementary schools shall remain in force dependent on time of day or the presence of children. 2. Authorize raising the speed limit from 35 miles per hour to 40 miles per hour for Benson Dr. S., from S. Puget Dr. to Petrovitsky Rd. SE. On 108th Ave. SE, authorize establishment of a set speed limit of 40 miles per hour from Petrovitsky Rd. SE to the south City limit at SE 192nd St. 3. For Duvall Ave. NE, authorize the establishment of 35 miles per hour as the speed limit from the north City limit to NE 4th St. The Committee further recommended that the ordinance regarding this matter be presented for first reading. MOVED BY ZWICKER, SECONDED BY PERSSON, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. (See page 254 for ordinance.) August 17, 2009 Renton City Council Minutes Page 252 Utilities Committee Utilities Committee Chair Zwicker presented a report recommending Utility: 2008 Long -Range concurrence in the staff recommendation to approve the submittal of the 2008 Wastewater Management Long -Range Wastewater Management Plan to King County for its review and Plan approval. MOVED BY ZWICKER, SECONDED BY BRIERE, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Planning & Development Planning and Development Committee Vice -Chair Briere presented a report Committee recommending concurrence in the staff recommendation to adopt an Planning: Land Use Fee ordinance to amend land use permit fees. Schedule Revision Fee increases are being proposed for several types of land use applications, for example short plats and conditional use permits, in order to more adequately compensate for the City's actual processing costs. In addition, the ordinance clearly assigns responsibility to the applicant for 100 percent of the cost of a contract biologist's review for those projects needing Critical Areas review. This will not change building permit fees, impact mitigation fees, or public works - related fees. In the case of annexation, fees are proposed for elimination in order to further encourage annexations within the City's Urban Growth Boundary. In order to maintain the City's competitive position, the proposed fees are roughly 80 percent of the average of the fees charged by nearby jurisdictions. The Committee further recommended that the ordinance regarding this matter be presented for first reading. MOVED BY BRIERE, SECONDED BY ZWICKER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. (See page 254 for ordinance ) Finance Committee Finance Committee Chair Persson presented a report recommending approval Finance: Vouchers of Claim Vouchers 285389 - 285762 and four wire transfers totaling $4,223516.25; and approval of 297 Payroll Vouchers, one wire transfer, and 8S3 direct deposits totaling $2,932,802.25. MOVED BY PERSSON, SECONDED BY TAYLOR, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. RESOLUTIONS AND The following resolution was presented for reading and adoption: ORDINANCES RESOLUTION #4013 A resolution was read proclaiming a local emergency (regarding potential Fire: Green River Pre -Incident flooding of the Green River). MOVED BY TAYLOR, SECONDED BY CORMAN, Emergency Declaration COUNCIL ADOPT THE RESOLUTION AS READ. CARRIED. The following ordinances were presented for first reading and referred to the Council meeting of 9/14/2009 for second and final reading: Annexation: Earlington, 80th An ordinance was read annexing approximately 101 acres bordered by the Ave S & S 134th St existing City limits to the west and along portions of the northern and southern boundaries, with S. Langston Rd. and 80th Ave. S. to the east; Renton Ave. S. intersects the annexation area, Earlington Annexation. MOVED BY CORMAN, SECONDED BY ZWICKER, COUNCIL REFER THE ORDINANCE FOR SECOND AND FINAL READING ON 9/14/2009. CARRIED. August 17, 2009 Renton City Council Minutes Page 2S3 Annexation: Earlington, R-8 An ordinance was read establishing the zoning classification of property Zoning annexed within the City of Renton for approximately 16.07 acres generally located south of S. 130th St., immediately east of 80th Ave. S, and north of S. 132nd St., from R-6 (six dwelling units per gross acre, King County zoning) to R- 8 (eight dwelling units per net acre) zoning, Earlington Annexation. MOVED BY CORMAN, SECONDED BY ZWICKER, COUNCIL REFER THE ORDINANCE FOR SECOND AND FINAL READING ON 9/14/2009. CARRIED. Annexation: Earlington, R-10 An ordinance was read establishing the zoning classification of property Zoning annexed within the City of Renton for approximately 10.97 acres generally located south of S. 130th St., and west of 84th Ave. S. from R-12 (12 dwelling units per gross acre, King County zoning) to R-10 (ten dwelling units per net acre) zoning, Earlington Annexation. MOVED BY CORMAN, SECONDED BY ZWICKER, COUNCIL REFER THE ORDINANCE FOR SECOND AND FINAL READING ON 9/14/2009. CARRIED. Annexation: Earlington, R-14 An ordinance was read establishing the zoning classification of property Zoning annexed within the City of Renton for approximately 48.86 acres generally located south of S. 130th St., immediately east of 80th Ave. S, and north of S. 132nd St., from R-12 (12 dwelling units per gross acre, King County zoning) to R- 14 (14 dwelling units per net acre) zoning, Earlington Annexation. MOVED BY CORMAN, SECONDED BY ZWICKER, COUNCIL REFER THE ORDINANCE FOR SECOND AND FINAL READING ON 9/14/2009. CARRIED. Annexation: Duvall South, An ordinance was read annexing approximately 11.6 acres generally located NE 1st St & Field Ave NE immediately north of 139th Ave. SE and immediately west of Field Ave. NE, if extended, Duvall South Annexation (Unincorporated Island). MOVED BY CORMAN, SECONDED BY ZWICKER, COUNCIL REFER THE ORDINANCE FOR SECOND AND FINAL READING ON 9/14/2009. CARRIED. Annexation: Honey Creek An ordinance was read annexing approximately 18.2 acres generally located Estates, NE 12th St & 148th immediately south of NE 12th St., if extended, and immediately west of 148th Ave SE Ave. SE, Honey Creek Estates Annexation (Unincorporated Island). MOVED BY CORMAN, SECONDED BY ZWICKER, COUNCIL REFER THE ORDINANCE FOR SECOND AND FINAL READING ON 9/14/2009. CARRIED. Annexation: Honey Creek An ordinance was read establishing the zoning classification of property Estates, R-4 Zoning annexed within the City of Renton for approximately 18.2 acres generally located south of NE 12th St., if extended, and immediately west of 148th Ave. SE, from R-4 (four dwelling units per gross acre, King County zoning) to R-4 (four dwelling units per net acre) zoning, Honey Creek Estates Annexation. MOVED BY CORMAN, SECONDED BY ZWICKER, COUNCIL REFER THE ORDINANCE FOR SECOND AND FINAL READING ON 9/14/2009. CARRIED. Annexation: Sunset East, An ordinance was read annexing approximately 15.9 acres generally located NE 16th St & 148th Ave SE immediately north of SE Renton -Issaquah Rd. and immediately east of Jericho Ave. NE, if extended, Sunset East Annexation (Unincorporated Island). MOVE❑ BY CORMAN, SECONDED BY BRIERE, COUNCIL REFER THIS ORDINANCE FOR SECOND AND FINAL READING ON 9/14/2009. CARRIED. -� YAinO:; 5--- E2 a 2604 am `: `-,/..,•Y' !/ ls; _ E 24's. - z156 E2.1a.2" E 24 TE - 26.71 X 24* NM 3U1 -- t -i~xl' t' -•:` 242T1Ei 37S1 M SW{E iFi .WI. �--__`+_,-y>r•-•,,,,1- ��`'•� � ` ` EI Ce 3M MR AFN 711100i071 a� _ it z� \ "r • n %/ : ; +' r r' • 1 E lY N pa.n I••v , J- if b ' *lZ. E 24' K - 1173 E24'99-3113 37 nw E7rN-21.n ILIY S - Sai4 !+l :r'r�� : ✓i' i ' \ V .a E 6' IE . 2+e6 A-71651MUW -fF=p _OF WPM MN 3L •` + E N' S . S7A3 4 V-71E CITY OF A4 - j •\1 ;'F�• +,.•C'�'` rw CHDIO. 1.t!%0: - ' .� 1 _ 7 \ 50YT43Y I I / t i ! �•� T/' 31ESEE t A IN Q E` � of •, � IR � 7 *W2R LKEL7at7 tO \`'' I 2 THY D RENTON PER ANN �r AAi .7'vi• •''j \\ L� .01 Z' _ zA ' J ` \ i Y at Z ' _- �I i ' � .5. � s... ��ss Y - ss ss-$--ss .. 1 ss a s g •a• t ..r r ..., : �,s.�' t' � �:� _ 2<• cPP.2143 O DP 3 o in 3c DP 6 7::71E TING WETLAND'B' �`I \ ORDINARY HIGH # 481 S.F. ,.,, WATER LINE OF CATEGORY '3' CREEK - i EEK N SURVEY NOTE ECSTIC CONEITM WERE PR'O.M 9Y TIE CARO AND PREPARED BY WSH. WED WGN14GS, EC SONID DYf.'OPLE]FT MOP 9AMYED 1NE MSNIICTON BOULFYART ADNO THE PM= FRWLKE LEGAL DESCRIPTION: PARCEL A ROG PORTION D GONEV.ENT LOT 1. SECRCN 32. 1DfNS W 24 WR6R RANGE 5 EAST, WAS N IOC COWY, WAS"TON. AND OF VACATED NW EAST 44TH STREET (SOm EAST WITI STEM N IOC 0%NYY, OSH CMK DEsaae[D AS FOUAM MUM AT nE NUMEAST OISER OF SW OAE NWE T LOT 1; DOM NORTH ee 4r W Mr. &M RE 1NONH 1K TIEAFOr, 7971 FEET. 110E OR LEA. 10 RGHWY ENGINEERS SWGN N116 AS OESUMS UDR RECORDING NOS. 42100% AND 71111221071; THENCE SOVTH 01• W 24' *F51 MOD FEET TO THE SEQN&C OF A CIIM ON TE SOUNEAY 1WRa1 of SAID VACATED s.L M SMELT, THE CENTER OF W" BEARS SON Or 12• W WEST 2%30 FEET; THENCE WESTMY AND 501RFR9ERY. AM THE ARC OF SW MJM A DSIANU OF 204 FEET. NONE OR = TO THE x_LW MWAF-MY II/E AS OESWRED LI1631 REDORGaC NO. 7511221071 AND THE TOIL NNE OF HENINEQ,, THRICE NCRREASTEEEY ADC THE ARC OF SAID OIPE W THE MITT, TIE CENTER OF WIN REARS SWM SS O2' 16' EMT 1.115.92 FEET. TO THE NORTH OF SAD GONUM IT LOT 1. W" SOON W 47 3r CAST NfirO SW NORTH LINE ARE WESTEW.Y U E OF SECONDARY STATE NDOA• No. 1-A AS CWA'YED LNNOEA FEL RDW NO. 4GW42: THENCE SOUTHEIV ALONG SAID WESTERY LINE TO THE SgRHWESTEIdY LIE OF A TRACT OF LAND C3'.EYE0 TO PAN -Am W_ By DEEDIErnmm WU fETSOMM Na 41567$; THDM Noma 67 59' o5' qO &ONO SAID 9wROOMY ENE To THE 9nEa mEASTY LNE OF LAKE204M e11NEYARD Ot5OW LI DER RECDROIC W. 4210OW rdDa NORKAS1FAY HONC SW S EASTFERY LINE AM THE SWREASIMY LINE OF A TWG OF LNO CO LIED To TEE SLATE OF N 314137 N Of ® REMM LIM IECOR7NC NO. 421=6 TO M THE POW D BECNIiNO: MM N THE CRY Of RENTOL. CO" OF IOC. STATE OF W3NNCTOE PARCEL B: TW7 POOCH D C n*M LOT 5. SEMON 29. TON9W 24((WAST NORTH, RAGE 5 FAST, W.N• N AM WAITY, WOOCTON. ANO OF WILD NOIRIM 44TH STREET (W80M MEET). N RVC O%NTC USIOCTOR, OESCRND AS F01OW4 BE WONG AT THE 9OUREAST COMM D SW COERiYENT LOT 5; THENCE NORTH 01. 12' 24' LEST XOD FEET: T14NCE NWN W 47' 3r WEST S1L66 FEET TO TIE EASTCIEY LIE D A TRACT AS OESOM DOER REGOMM NO. 7811221071 NO TE THE POINT OF BEGVW OF THE TRACT N EN DESCRDEU THEM SNRN 3P 21' 54• EASY 35.21 FEET To TIE SDURN LK OF SW w. dWff LOT 5; THENCE N WH W 47' 36' NETT. "K SAID SOURN LK 342-24 FEET TO A Part ON TIE ARC OF A CIRM To THE Rart, m DNIER aF vNiN KARS solml 4,r W 51' FAST mism FEE, sm Pow OX ON THE WSTRLY NNE Or SNO TRACT OEsnmED uwR REC0104 NM 7811221071; TEND NORREASTAY AOXO SW ANC 2DIM FELT TO RE R-A LIE D SAID TRACT DESOVED LINER RFOOROW NO. 7311221071; TH Da Mn 3T 50' 47' EAST. AUM SW NNE 11.60 FEET, THENCE SOUDEASTEEY ADC SAID LINE ON TE ARC OF A CUSS TO THE LEFT NO" A RAORG OF imDt FEET A OGNOM OF OL23 FEET TO A POW OF REVERY CLINE HENCE SOUOEIST LY AONO SW LK ON M ARC OF A CUM TO TIE 1W HONE A RIDW OF 120DT FELT A 06WICE R 56L6 FEET 10 A KIT ON THE N WFAXT LINE OF SAID YAGIED S.E W N STREET *231 a MOM M 47' 3r WEST D THE TREE Part OF NEGN NFC; THENCE SORH le 4r 3V FAST 77.13 FEET To TEE TRUE POW OF eEn.ENG. SOWE N TI[ CITY OF RENTON, GOUTY OF DrN STATE D WSIWICTpN �isiWi�•.............•.......• f —EXISTING WETLAND 'A' 433 S.F. 5 CATEGORY '3' 5`: 50 SCALE 1" = 50' NORTH I I <Sound Development Group ASH ralsGeonnv - I r=AUIPfojfa CALL 48 HOURS :�� °"wirY Pl'U HAWK'S LANDING CALL 4 H I HOURS 1 -- FNONFFRINC V1RVFY1AJr A RANn nivrfr7?MFNT <FRV!(FS --- - --- - - - . - ---- 0 PSEYFRIN r/-ND 41 \ . _2;i6s: 5 a CB 21114 { I 'e \ �� -"uw;; •r riy__ `.��; E24•SW.2W56 ze ]y t 2e am -3- ;.F ! E 124'2' NISI . IS]1 -. - .:: �i••.1Y _._,.., .. ;. ! .v 1 9 E tY S - F31 S H µl i c)-'H'"'. +taf.Pe1W� 8�6R76Lf ;1 .. �� � - -_ -`-_.M1 ✓ • $ . ,� :`ti 9QIItli j• 4 i 1:7 TR S9ae�siuoaR'-Y � _ % = J'_=:_Ytis ;lam v j .+ ` ` Ad 0. TWO Y r- PBI MI 7RE1�fE71 ; �•r�! +C - �''- _ _ _ , <\ •B � . 41.10 I-."' • . , ,+"'- E 1Y P . 2.77 THE ••�I<.7- - y. '%i . '_ `. - ��±`V `y_ Y \ •"� t9 E 24' W - A73 " '' '37 �� VL� is'S X/ / `� t +%�`•.D• "+/ E 24'SWWAS, . 37.73 draw. ......E R 1 .Z r,, / �� ; •�. , w EIL . 41.74 P / E1r 5. 30.H ` EIVE-29-N Ex GO 31.04 ,-' x' RIM -41.70 �r pii= a r - /,' 1SPf /G Y r• '� ! ,, ;.'' _--- { E24•N. 37.00 .i ' ? ` ' ' ' 'wr' !: ' ,"�/ i:� �..•«`•' ��' J ! ' 1F% PaIO(OF'MGitm 4RH 3T. �u l-L1A• r ew 124 s - 37.0$ f i� }f /^tl /•.�?.c�ir ., d- •. Y4 .` ' FASOEME10'TE CITY OF ,"�' R Wd / It i• t, - ..OR E Hi ,,r, v '� /� tt-.� .J• T YJ; . •... A Nr ' r" . � • I � 1;?T iT �' 1 � � \ , NY•72'10P e`::: - Y A . � - smY4311 E - ' 'r 1d767f k N A y,a �•' " i ___ - ` i �. b 'I / 7 I o •,r'r /r ! `' � - Y.r. V. � !'' �L �/' � F� • 7 1 t �3•' `� �t .r it 1fr 17�•+. 1 A ,QA/ \..� MTBI LINE TON PER 4 t , !j .i OI'A OF IENTd PER AN '} • J. ` ��/ \ `.. , �/� I Z. 1 ' I• T �� tw, �1A i r R`2rGPP.27.�7 -_ ._. _. _. ---.. _._ `Y•' LEI. 1ST - ,',\\`��A �, !aetc, X I" ` ' I f� •• iT ,ICI _ \ /�! \ A { i : \', (\ A • , _ �_... •• - --`-'- --'--.... ._ia+ta ; :Wnu...... •Ki'I►, `• E1*t t ,+ .� A 11 � =a. 9c ss ss ss ssRISI'M°i-9--sz .. ss •� _ .. ®DP 4 �'�■ •Raisi�lsMu.................... Ir •. j j. ikr ®DP 3 0 .��• I Jj EXISTING 6 WETLAND 'A' WETLAND DST IINrGD +B \o��� DP 5 CATEGORY W 7 W LA \ ORDINARY HIGH ' °k w�WATER LINE OF CATEGORY 3' ��CREEK L I a.N REF AIY . 4• � 41 i. •i u' � � DNA. �''°"W �-e.N LE THE 120 URVEY NOTE fJ6"C C07CRN)6 WERE PROVIDED BY THE ODOR ANO PREPARED Br REt FRIED I Mr3NM, NC. MAO OEIFEIVYOT a" si^eED LAE N9WCu 00UEYARO ALOG PROJECT FRYrt/CE DESCRIPTION: ARCEL A i1R3 PIRIIN OF GOEIUYOP LOT 1. SECUM 32, TOM1 W 24 ROM RAGE 5 EAST, V.Y. N OE COIOY, VASfNGTOR ARID OF VACATED NORTHEAST 441H STREET PWWAT 90TH SIIEETJ N OG O%NT', IWS INGM RYRBO AS FOIDNS R XMVG AT IRE WWTNW, O7RUR OF SAD GAUME T LOT 1: PENNCE NORM W 4r w WEST, &m THE NORM IRE UOEOF, 7W7i na. YOPF OR LEA TO IMCOAY ENfiEEA4 SGT10N 4.05.6 AS DWISED LOW RECORDING NOS. 427005E AND 7811221071; iIOLE SWT11 01' 12' 2C TIM 30.00 FEET M THE RtANNG OF A WTAT ON THE SOMERLY WA RI SAD VAUTM S.E. EOM VFW. THE Q7NEP OF WUCI4 KARS SOWN 0" 12. 24• WEST 25E50 FEEL T10EE RSIERLY AO SOU0NESTMY. ALONG TIE ARC OF SAD CINAE. A D61A)a OF 204 FEET, HOE = TO THE R-LIE ROIR-OF-RAY LINE AS OESCA7RfD LIM REClTA(RC NO. 7811221071 NO THE iME POW OF SMO94 M'• 11E)U NORO(ASIpgY ALMO THE AMC OF SAID ONAE 70 UE NIM. THE CENIFR OF WUCN KA6 SOUM ST 07 it EAST 1,115.92 FEET, TO THE NORTH O SAID GDOENDR LOT I; PENCE SOUTH W 47 W FAST ALONG SAID NORM !NE 70 THE W57MY UK OF SEXMW STATE 11ROAY 40. 2-A AS CONK-0 HOER BROW NO. 4U4242: THEME SOUTOLY ALONG SAD WESTERLY LINE 70 THE SOUMEESIIERY LIE OF A TRACT OF LAND 00 KIED TO PAN-AB00E 9C_ BY RED RECCIROED UO71 RECORDING NO. 4856M nENCE NORM E7 59' 05' WE5T ALONG SAD SOUORRS7ERLY LIE TO THE SUUIFEATEAT LIE R LAKE W9 CIO N BMZf 70 OESUW UDEA RECORDING N0. 4210056; PACE KM W4TEIEY ALONG SAID SWIHEA57EREY LINE AM THE SOTIOMEREY TIE OF A WAG OF LAID CON TIED TO THE SLATE OF IV.SNICAM Bf ® RECORDED t#W RECORDING IRO 421MM TO RRE POW Of BEGNON .' S WE N M COY OF RE311M. COINh' OF MWC, SLATE OF WASWON ARCEL B: IWI FORUM OF GDOOVENT LOT S. SECTION 29. TOMW 24 NORM. RANGE 5 EAST, WA„ N KING (DIARY, WA57IC10N, AO OF YAWO NORTHEAST WH START (SOPKAT 37H SDEEJ, N HOG CaURY, 030CTON, OFSm" A mum WM AT THE W EAT COWER O SAID WAMW LOT 5: ROLE NORM 01' 12' 2C FAST 30.00 FEET; THENCE NORM Wt 4r 3r WAY SOSAt 1EE3 TO THE EASWLY HIE OF A TRACT AS DESCRIBED Lew REMEW NO, 7011221071 AD THE ME POM OF EEfiMWG OF THE TRACT 1113" DESUBfD; ,I DICE SWU1 30 21' 54• FAST 35.21 FEET TO THE SWTH LINE OF SNO GD4WM1OT LOT 5; THEME NORM RR 47' 3r ME57. AM SW SDM LIE 34U4 PET TO A POINT ON TIE AC OF A RE K TO THE RIGHT. TIE CENER OF **N wigs SOPN 44• TC si• EAST 1.11192 FEET. S•D POM fENG ON RE WESTERLY UE O SND TRACT OMMD U1CDN RE�ING )4 7311221071; 11 DICE MOOIEASIFAY ALONG SAD AFC 201.8 5 PET TO PE R-A LANE R SAID TRACT OBMUEO LW R RECOEIC NO. 7311221071; THEME SOWN Z 59' 4Y FAST, ALONG SO LINE II.ID FRT: TlENCE WTHEASW ALONG SAD IRE ON THE AC OF A CUIOE TO THE LER NWMG A RY)OS OF mAD FEET A OWMCE O M23 PEE M A POW OF REVERSE CIP& TIOCE SOOIEASIRY A." SAID UE ON M ARC OF A CLINE 10 TIE RGR CONS A WW OF DO FEET A DSIANCE O %A FEET TO A POINT ON THE NOROIDLY LIE OF SAD WUED SE WIN SIRET OPOA 6 NORM EE 4r 3r WEST O TIE TOE PONT OF BEGINNING, TH DICE SOUM ff 4r W EAT 77.13 FEET TO TIE TM POINT OF BEfiapG, SPATE N THE CRY OF RENTON. COROY OF RING, SGTE OF WA4IGT(N 50 50 SCALE 1" = 50' NORTH CALL 48 HOURS ArMin Vnl 1 nlr. Sound Development Group FA7r:UJFFFAIC VJRVFWA1r R 1ANr) I)FVFrr)PA4AT CFRNriS --- -- ---. - - - - - ---- - - SOLE T' = So• I PRO/EC7 DRAWN BY.- PLi U D[901W QY PSEYERIN HAWK'S LANDING C/l D TIT GO 2W4 RIM IT 21- "--.Law -IL TO 3M -.. � I4ii�l4 __� s-•►�� �L_ ` �ti-.Fs// ti � \\,. E 7/'rd5■ • 3631 - ; M,� ;y 7..', = _--- - r �� r" EA 3706 SURVEY NOTE PBt AfW a11=071 : ;'S/ +�' _ ,,i r-�v _ --_ --- A; • a[t[n AND vl[rN[n BY arsx [om t _ _ l• [ 17' M . 79.77 Htt�S, w-f06 ■D PRO.�Fil �' OU 9IMIED UR NSHOOG N SWORD D "NO •i---- _ _ _ _ SaINO OE1GC.wFM ReDIP - - _ !' V !. ', "';S_. -� _ r�.`•``• _ 11E rAOtGt F1DNrtfF. 1. CB 32E7 24 r.•'RM , Iles, / yJ � ; , _ - �-- Y- ;.\ r [ 74: NE - 3E73 SW 36,73 t� I E 12' W - 37.M LEGAL DESCRIPTION: 2� PARCEL t I / •' .! T . I r / 'd / /l", �� t �� E 12' 5 . 3D 14 nw !annt of �■m11 for 1, SE:" 32. TOWNSHIP 24 NORIK wwcc s EAST. WA, IN lute • ' �, 1 '' / - ''% f f �`'; /�' ��'f'� v '•� \ `�` - [ 66.1[ 29.1E CWt1Y. �t-M OESCR� AS MUDIM COUNTY. WSHKWW AND OF VACMED NORTHEAST {47N SINEFf (SgIfKAST LOTH Sil[En. M I01(. ,, 4T16'S1' Ex Cs MO, ffAMC AT THE MORT EAST CORNER OF SAID 0749MENT Lin 1; ' ' Y. '_ `` / ♦♦ /• - S _ ,`. 20S4JfIT 2 O Y EN21M STATION N+65:NM DESCOM LIM RECORDING NO& THE NORTH LINE THEREOF. M.2 1�OC66 AND 751. LIM Oft IT 1II 071; 3 s '.'y }/ -`s / ,' / / / ^ • �,$, L-I1LC ( E 245 37.C, ' • W= 4i1N A. ` TWICE sain x Or 12' ' t[sr 3aao FEET A BEGINNING t1E �OF A dwE ON SdmEmi Ewa (usw A'11E CITY w �` Of SAID VIGTED st OM STREET M CENTER OF MCH KARS SOUR Or It 9' WEST r" FEET; Txocc ESTERLY AND SGITTRAMEmT. ,LONG M ARC OF SW ax+[. A DISTANCE of 2D4 FEET. MORE us a EEss TO M 1 uE RIGHTCIF [AY LINE AS oEximm uraER REmRnac NO. n11II1o71 AND THE R 1TRUE POINT OF 6EGoom 11.T,! f , N \' THM 1DRDEAMY A M M AW OF SAD a*OE ARE MIT, TIE (DETER OF W11]i MARS •:` •' •� /mot - SOUTH 'd A• It' FAST 1.11592 FEET. A THE MWH OF SAID 07A306EM LOT I; TOL4 9aRN 66 17 76• U6f A2DID SAD MDRM LINE A 7)E WESTERLY LINE 6 STLOW`RC STATE _- a �-- •' F, i / r ' '.,I : t• J ` zr THENCET NO. 2-A a ALONG M WIDER nErLINE TO NO.IC 4661212 ,i • ' ✓ _ 114110E Sall}OLT Ma1G SAD WF311R.Y LINE ro M StRR1t6FSlF]LT LINE OF A 1R:CT A LAND <� \ '. �lr . r,` > �», CON.01DD TO PM-AWOOE WC_ of DEER RMORDED UNDER RECORDING NO. 46562$; fr - r :' ' 1! /i Y r + A ✓' - _ • TMENU NORM 67 59' V REST MAD SAID SOUTM4SIENLY L1[ TO M SMUDEASIMY LINE OF LNF ' t` j,.F� f .i< t ( \�;-� ,.•Si'� ` :Yip \ -� �' 1 1�..w, SPEML ate. CAI [EASTERLY K UOrn RECORDING NO. 121KOK SAID UNE AM THE SOLiTHEISTERLY LINE OF A _ 1115lC - - 'A"A ' : Tx \`, „\\ OF T NORREATo THERLY STATE M511ECIDN !C DEED REMMED 1RDER RECORDING NO. 42IM56 A t ? � : , THE TRUE PENT OF a GMM j 9N1TE N THE COY Of REHIMN. CD" OF R1HG STATE a WA91NGTON r R ir's•''� ,,,`',f� PARCEL B: ti. .•-_._._t_ �,.� �: E f f t/ r 1 ':,;�t A X .iti: f a �` , -.- + 1 t / , Y i' ,. [J • r i r i { TNT FORDDh OF CO+FT•WOR LOT S. SECMk M. TMR1 V 24 NM% RMDE S FAST. V.M- M 6MG tiAMIY. VSHINCU. MD OF MATED NORTHEAST 44M STREET (SIMUST WAN STRIM N 04 i 11 . ['• ' `� �, I fOHM6 'r j COUNTY. IIASNINCM � AS RAORS: ;Q / /-:, y 6fENCE N RI THE 9It WT EAST X a SAIET. mhmlfort Ai S, Tin: THACE NORTH Is i7 3C WEST Safi$ Fin A M EASTERLY L� OF A MAU AS DEMIM D UNDER REMADING NO. i< + R T1 S" 33O1i11''154' EXIST 3s=1 FEET THE TRUE TO THE OF BEGINNING LIE OF THE ���a�[Wr LOT _ - f `L L +..a'� txNU NORTH et 47' x' xsF. MAD SAID salts LINE s+x24 FEET A A Part a M ARC OF A €J E s r /"" •• •. , � ''`I?; I `� 1l :�• it-- (, -' ��` aRL9E ro THE RlalT, M mTRR OF RMW Lows SCION 4r a sr EAST 1,nssx FEET, vD war I BEING ON IFE WESTERLY LINE OF 5A O PACT DESNODED Worn RECORDING M 7811221071; �,}rn VE EAeppD A , TRADE NORTHEASTERLY ALONG SO RC 2o1AS FEET TO M W-A LINE OF SAID TRACT D6tl�FO LOW CITY OF OEM PER API `'� RELOIdIG ND. 7611II1O71; 7310093738 / THENCE SOUTH a 51' 47' Mr. MONO 50 LINE 11.60 IM �`'� THENCE SaRIEASIER7 AM 51D LINE CIE THE ARC OF A CUIM A M LEFT W WF A N US Of t6DA FEET A OWNCE OF 6623 FM A A POW OF REVERSE CURVE: R �/ ' i \ TRADE SOUTHEASTERLY AM SAID LIE CIE M ARC OF A OAK A M MIT tA»S OFrc A RADIUS 'i „r Ll `� Lij 12YYD FEET A DISL44M LT 56.06 FEET A A POINT ON M MORTHOU LIE OF SAD VXKTD SE LOIN t \ STREET [NCI S MOD11 of 46 7 7 WEST Q DT E TR E POI A ZOIIIC; WADE swN W 47 x' ERSR n.0 fEEr ro TE tteE Part OF BF1aLMNG ! SPAT IN M CITY OF REMmN, mLRm OF M STATE a rivWD av • r �1 OI: 1 I it t // \I `Cf`V r_ ,. ` n r { ��y ,A �,�ri, Z. t !-zI I •f•••�•••W ••-aWs•�R ■.■u�•arty��i �� i i �1 �r \\1` -S �i/ tl 1' ------------- T ; ' • LOTH/ �` i i � Y•i•• '�� �\ ' 1 � � I(` a ¢.. a a ss a1BS�R'$-- ss — ss a a a .• _ ., I• �•••• t' ®DP 3 o cn ••. O•� f I I \P N 2 so ',' �� .� ��� •.• E= EXISTING ' WETLAND 'A' .� �- 433 S.F. EXIISTING r f' WETLAND 'B' �\ Awl ORDINARY HIGH •� DP -5 CATEGORY '3' CATEGORY '3'481 S.F. 9jr °" WATER LINE OF CREEK 50 50 CR EEK \ SCALE: 1" = 50' - IsI I '�`.. _ ,- '•� — NORTH - Sound Development Group � SAPROV � r= S° rRoJra CALL 48 HOURS DI56W� PlIN HAWK'S LANDING Rf=FC1QE= V(li l FIIr. I ----- - -= FNr1NFFRINr QINVMVr,67AA'nnFVF7nrMFA.'T SFRVIT^.FS _.__.. _ _ _ _ ._ -__- _ ._ �� PSEVFK/C/lD _ EX Ea 2604 - c r' sr . 2636 _ \ •\ ;a= soeoKY i 1 r a4 ex' E 24' WE • 26.76 Zs' `� t3ww �will - L _ I .`�'` 't1 `` `� `�\ Via`,` M C83231 itii•i� �,�' 24' rust - 3a31 3711 WOKE EA"OEMf - j _ _ g i •.` 1,� � SVSYMi . M SALE g a�419MM•r ',- � .;'?'s ",• •.� 1 `'t'•�t•�= •"' El CB 3105 R71 Ar.1-1.1 r, ;/ 4(" _ -- ;_ +-*" ,1 1 MM•41.1 1 _ r - _ ram; - ' ' E 12• N . 397E _�_ '1 l "/r.. �J !-5-.. _-~s\�•: t , �•"/ Y• 0ir Cae37 m IJ �Q 7 2' SW 36.73 p, ►•RI'130W `a 4 3 i / `�"i'!.•' ��<`„ EA Cb 3703 roar E '1 �` E11•M•329, 064 E 1V E • 9.94 E 6• rE • i9.09 rr1ESW Ex CH 32N RN=41.70 j r -'I• / . s� _'-� , .? i ._ - _ , a\ E-Elm' E 24• N = 37.00 wi/ • m.' rK+� FQIOF'Q I4M SL a E 2i s . 3;.0 4 +sGSFiEIEE A'l1E CIY or E '. i d •` <( ,+ tI ` . _-' 'RErT41•MM 7�12200tn ,''- r 4 � i+ I =� I � �' \ e R.31OP" ,._ � • . � a E.. 1 , • I � J a SPIML ODID MIT 4. FON1 ,'1 `' IRS ✓rj Yi': ':th a'1/' 1 !, 'i' '1 .. ,. •r `Trri if Y 1. t'.• ' 'e W+�M t 3 I ,.. ,(DEAS , cy 1 i :� r A' r rASL ERE EEsoart �. I g' i Of OF MITCH PER�q i f i 75100RW3! owefa Uj . I •mil t;:I •• �Arr�...raarr+ryi.�r'�� i / �� 11 `' t I i GDP 4 . • I,' , � -r t '— a-. _.�_ _-� .-_. ttr5...,.'-__.�.- l �i .. ...- . . _� � 11 � � � ' �� ` ¢ u u - u aMtPi�F-9---%t ., u u u u ' ••r s 24' CPF=26.43 SDP 3 0 }u fi L� �;' •'4 DP cv G I ��P SURVEY NOTE: EC051WC C anota H% PROADED Ff M OOFR AND PREPARED of AWL ROED R FR1Or W. SLRMD OE\rLOPMDTT OMLF SAM-10 LAM IIAS"MN DDAIVAAD AO46 M PFAM FTLWUGL LEGAL DESCRIPTION: PARCEL A TWJ PORTION OF QXU"I7/T LOT 1. SELIM M IMAWi 14 MXM RNCE 5 EAST. rN. M DN6 CAMP. 1ALSEM4OTO11. AM OF WAIED NOOIFASI 441H STREET WHEA51 IOM SOFM M DE OWRRY, 1WE9*&MK OESSMED AS MOR3 80M MC AT M NOME.6'T COMO OF SAD GOAMAW4t LOT 1; Hna M3" W 47' W VEST. AM M NORM LRE THHOr, 7171 FEET, MORE OR LESS TO MWMY D=dD5 SOTM 4+44A AS OESMASED LIM REDXM NOS, 421=6 AND 7811221071; TM M SOLIM Or jr 24' WEST 3000 FEET M M BECMW OF A ORAE ON M SOURE%T MAAM CIF SAD MATED SE. WM STREET. M =0 OF root KARS SOUM Or 12' W WEST MM FEET; MCE WMEMY NO SWO ESTEMY. AWW M ARC OF SAM CLM.E. A DISTANCE OF 2O4 FEET, M E OR IEM TO M 2-M MOIL-aF-MY WEE As O15 M WM REWROM M. 7811221071 AND M TRIE POW OF M MIMTR TIOM NWOGS1EMY "NO M ARC OF SAID OJM TO M W. M CE)M OF "M TENS WORM 5r Or IV EAST 1,115.92 FEET. TOM NOWN OF SYD OQWWEM LOT 1; T1EHE SOUTH W 4r 36 EAST AM SW 4" IRE TO M W51MY IM£ OF SECDCAW STATE 1WSIW MO. 2-A AS COMEYED UNDER REMRDW NO. 4664242 Daa SOVOOLE MOO SAO VMMY LME TOM mmuESIVeY LRE OF A TWT OF LAPO CWJDM TO PMI-AM W_ Er DEED RE M LIM REwMWIa P11 flaws THM¢ MWH 67 59' DS' WEST MDNG SNO SOU"PESMY LW TOM samEASTEWY LME OF LAKE 0&*C N IOIAEWM DEMED LOW REaRDW MO 42100% r,oa NOOEASIEMY ALONG SAD SWMASTEM.Y LRE AND M SOUMEASTEWY LME OF A TIC OF LNo rn6EVED TO M STATE OF %W*QM W ® REMM LRaR RECOMOM NO 421OD56 TO M TRUE POMI OF IEG M4f' SOMIE M M COY OF RDRO . CDIW OF IOC, STATE OF %ASf 7OM PARCEL B: TW PORTION OF ODOM# DTE LOT 5. SECRON 29. TOMISW 24 NOT% RACE 5 EAST, W.W. M KW, rDOOY, Sk"GIO1. AND OF VACAI D MORREAM 44M STREET {SO iEASI ROM STREET), If 04 CONY. WASOMO. DESOI® AS FULL BELWRO4C AT M SOLIREAST COMU OF SAD QMUa I)FT LOT 5; THMCE NORM 01' 12' r• EAST 3QOD FEET: 114D4CE NORM RC 47' 3C WEST SUER FEET TO M EASTDO-Y LRE OF A MAT As OWNED 1RaR WEmMMO NO. 7871221071 No M TME POW OF BEGHWO OF M TW HF71EM OEiCNBEIk ROM SMM M 21' 54' EAST 3UT FEET TO M SOUM LK OF SAD OO MENT LOT 5; n0a NORM W 47* 3r r6T. ALM SM SWM LIE 3C14 FEET TO A POM OM RE ARC OF A CJK TO M MR, M OMIIX OF *KM TEARS SODM 4r 14' 51- EAST 1,11592 FEET, SAD POW RmC ON THE WESTEMY LME OF SAM WC OESCIED LOW REMI Mc la 7311221071; 74M MORIEASIMY ALONG SAO ARC MId5 FEET TO M R-A LME O SAD TRACT OESOWRED OWE WECOROMC MD. 7811221071; ➢ CE SON 3r 5W' 4Y EAST, ALM 50 LME i t ID FEET. DEUCE SOMFASWY ALONG SAID LRE ON M ARC OF A MME TOM LEFT WW4 A WM OF 180D0 FEET A OSMWE OF 6a23 FEET W A nMT OF POEM ORM; THNCE SORIEAIMY ALONG SM LRE ON M ARC OF A CLME M M WIT KMW A k"15 OF 120DO FEET A OSTAALE OF 58O6 FEET TO A !OFT ON M MFIDEILY L E OF SAM W A10 SE ROM OON RC STREET *01 5 M4Y 3C 10 OF M TREE PONT OF WEOMOO; TIME SOH W 47'36' EAST 77.13 FIE) M M THE PONT OF REOMMc S UTE M M CITY OF RMTOM. OMM OF 04D, STATE OF MWW70M \........................ •f•f EXISTING WETLAND 'Al EXISTING DP 6 '4 S.F. r! •9, DP 5 CATEGORY '3' a WETLAND 'B' \ "�\ ORDINARY HIGH I 481 S.F. ,k •. WATER LINE OF CATEGORY '3' � °"•ti CREEK 50 50 SCALE: 1" = 50' NORTH IMU MS91PPaV scvf r = sa PRD/ECT I, CALL 48 HOURS Sound Development GroupA""8Y.- PUU HAWK'S LANDING Urnpr VnI I nlr. IIJ f -_ FN(:1NFFPINC Vh?VFYINCA IANr) I)FVFI r)PA4FA.T UR VICES _. _-_. - - - - _. .__. - _ DfSKNFD BY.' PSfVfRIN Ef E if 1 11 \ \ \ 'S339D'34S i E•ff44'3{•_,, E N' K • 2676 Ex Cs 3m IGI ;;1, _ -dE_ • j/j `:: ;`,�`;, E24'WM-M31 E12'S-37.61 2W MOW US" TO s M SME OF ■�EGRRI (7 _ _ - `A T \.. '0 EA a s706 i PER MEN 7911=071 RAN . n.b7 E 12' N . 39.77 v- r-, + / }y��� - j-- - _ El C8 3207 E Pi R• 3E73 E24'M-17M -ri. E 11' w . a7.3S l7Y/WrQW,y: r RON 96f4674y rr RN.4174 P kl, .0-C 12 NAS..// - ji : /, "s / i t E If' 5 . 301.'� / r i ,t/_ �,p E 16' E • 29" t1 �J I�2 S j j r Mr16'Y D C6 32% 21' N . 3700 OF WPM MN A .•w E if 5 . 37.Or a lrx arc 6r OF OR i4 J./•2r2f06 VIRAL COM . NPC PDILARS sm LIE MOWN L71Y RE RMIOE FF7L IfM E'P 731 oo- Z' M \e , ui I ` A Z 111i Z , , 1 •• .. .• r+ . 11 • b+•+ ® L f , • , SS • - ,•• ss \,' T GDP 4 `•• ....+W...................•..... a • (. ®DP 3 o al ••. �DDP w -I EXISTING DP 6 WETLAND 'A' EXISTING \ 433 S.F. WETLAND 'B' \"�9 ORDINARY HIGH DP 5 CATEGORY '3' ( °+4 ��•..� WATER LINE OF { I (� 48� S.F. \ I CATEGORY '3' \ A "'•—�,y�CREEK 1 — LE URVEY NOTE E7167 G C34ORDIIs WERE F9W+OED BY M OW,FR NO P!EPAREO 0, aw. ROD 6 NR79NLS. W. SOL1O OF1F10P0O0 CROUP St1RvEYTD Lw RAOINCHN MuLLWRO ALONG M PROJECT FTDHTAGE CAL DESCRIPTION: A RCEL k- iIYJ MON OF WMVaEM LOT 1, SECTION 32. TOONIP 24 NORM. RANGE 5 EAS, Wk. N RNC CCOIJM. ,YA9WMK NO OF VACATED NO TIERS 44TH STREET WHEAST JOIN Mal. N 04 17IIOY. WASHICIOC DESCRIBED As FO INS, Oft Al M 1ORDEAS COM OA OF SAO WYEIMENT LOT 1. 7lEME MORTM W 4r W WES. ALONG THE 1ORIN LlE MFEOF. 7271 FEET. MORE OR LESS. TO MIO W ENOEE1t5 SW M 4.65.6 AS DESCRIBED OW RECORDW NOS. 4210056 AND 7311221071; THENCE SOLI M Or if 24' REST 3010 FM TO THE BEGIONG O A OIAE ON M SOUROET MANOR SAID wdTED SL OM STREET, M CENTER OF WHICH BEARS SOUTH 01' 12' 24' REST ZS6.50 FEET; THE a VMMY ARID SOUMAESEMY. UK M IBC OF SAM CT1R'E. A D67AMM O 204 FM, MOTE = M M S-LIME Wff-4-RAY LINE AS DEVISED OW ECOF" NO. 7611221071 AND M iRtE PONT OF OMIMIh ROri TORT EA6lFAY ALONG t1E ARC OF SND OAK 10 M W. THE CENTER OF WIOI BEARS 9]AN 5W Or IC EAST 1.11592 FEET. TO M NORM OF SW DOOEAMEM LOT 1. DO SOUTH M 4r 36' E49 ALONG SW NORM LINE TOM WESTERLY LANE O SECOOARr STATE 160MMY NO. 2-A AS COMEM LMER TECDIOWG F1D. N64NZ S14 O SOUTHERLY ALONG SFO WESTERLY LINE TOM UMNASTEIEY LANE OF A TRACT OF LW DOMEYED TO FAR -I M INC, O' OM RECORDED DOER MEMMMG NO. 46502W tITDa NORM 6r So' 05' WEST MM SAID SWRWESOEY LINE TOM SOUOEASIMY LINE OF LIRE 1D4MGT01 BOTALMOMD DEJCRM GOER PECOROO NO. 4210056; IHETCE NME67MY MM SAID SOUOEASEPLY LIE MOM SOOMEASERLY LINE OF A TRACT OF LAID CW&'dB 10 M SM OF WASH09TOM V aFm MMMED uOIX RECORDING NO, 421=6 M M TRLE POW OF EG dM6, 5IO VE N M CITY OF ROOOK MAM OF OHO. STATE OF M(ASIOGTOM O.RCEL B: i1EN PORTION OF WERNMENT LOT S. SECTION 29, TOWNSW 24 N)M, RANGE 5 EAST, WAM, N KING CgOM 0,9MMOM, NO OF VACATED NOWIEAM 44TH SME1 (SORIEAST WIN SMELT), N 04 MX UP. WA9IRIOE DESMSED AS FOLLOWS: LUTING ATM XVINEAST CORNER O SAID WO6+EM LOT 5; VOICE NDRIM 0r If 24' EAST 30.00 FEET: iHEMCE MORN M 4r 3C 10 5" FEET W M DMMY LINE OF A TRACT AS Of5EASE0 GOER HECOOW 0 0. 76112210I1 AM M 116E POW a BEONO O M TRMT IEAfII OESOE@ 1TOlI S017M 30 21' 54' EAST M21 FEET TOM SNM LIE O SAD W40MM LOT 5; iI NCE NORTH W 47' 3MF REST. "M SAID SWIM LINE 342.24 FM TO A PONR ON M ARC OF A CONE M M RCHT, M CENTER OF OICH BEARS 9MM 4r 14' 5t' EAST 1,115.112 FEEL. SAD PONT EM ON M IMMY LIE or SAID TRACT OFSCP® OW WORDING NO. 7811221071; IIOCE MORI EAST04* ALOE SAO ARC 20t.65 FEET 10 M R-A LINE O SAO TRACT OES�D ODER WEWMDNG MO, 79'1221071; TIUEE MAN 3r SI' 4r EAS, ALONG 5M0 ORE 11.60 FEET; THENCE WWASOIEY NOG SAD TIE ON M ARC OF A Ct" TO M LEFT WNNG A WM OF 67M FEII A 06TANCE OF U23 FEET M A PM OF REw13 CUM TIT0" SMMfASR7EY KOHL YID OE 00 M ARC OF A CILVK TO M RIGHT h" G A RAMS O 2000 . A 06TAOGE O 5626 FEET M A PoINT ON M NORTHERLY 1![ OF SW VACATED S.E. WIN Si OM MCAT 6 NOUN W 4r 36' TEEN O M TREE POLO O BEOO K; i1DAE sm" 66 Ar 36' FAA 77.13 FEET TOM TRUE FONT OF OEGINMNG SOIMTE N M COY O REM", COUOY OF LONG. STATE OF INL4MGTCN 50 50 SCALE: 1" = 50' NORTH Sound Development Group oFsaronay save AGWNBY r = W PIAU Pxo,[cr — — — -- -- 1; CALL 48 ni I M RFFCIRF Vfll I fll(" � `" ,'�*__ -- FAirw BANG SAFAVFY/NC a AANF'7 F:FVpF)PAIFA7r EFQVFF:FS DfSlGMrD BY.' PSfvEB(N HAWK'S LANDING rn D �C -Pb5ED a c67fo1 E21'SN=265E �: E 24' law Zw EX CS 32M \`:� \ �:: \ S33'OD'!4i � ' ` :� `� I.ZT4E34' . •, E 1• K = E,f 1 1+V� _O' ��.,x / - `.v` S�•.� \`; , E 24' M&SM - 36.31 I -2D' CRA16 E EASEMENT m 63 _ _ '. $ A' `, 4,1( ••�`� usn E ..- S = 37.EI THE STATE OF _ �' .�''� ,' EU. CB 3106 S Put ML 76110D1O71 !„'i = _ _ - -' . 1 \ ` NY • 4tl7 / / r \ E7 B 3207 RIM = 41 l yS S E 14' 4E . 36.73 E 24 SW tI 66. 37.11 6 ON - 4u4 P E T45 - 29 fa Eis' E 31114 =291E 6' HE 2069 ! EX. GO 320- L•fl� E N' N . 3700 y, , POIFIIOE'OF Mphi 46M SE. `•\ ��\ 7 E "N' S • 37.05 _;, � I✓/ :�' 1 / `a .,4�, _ ,,\ .•+ate- . S IN8t 11E EASBEIO A a �. . PMRS ALMS X, v Z `4W;)°I; lai J9 ,\\\ !.� IT. / ) GV 1 I . .i r' I t. „f.. •,f•f f ' — �... //%%/j1/7////I/I////// rl I •••,,.. . �`•..........f.•JY�r. II I/�/j i �,� ,�•,\ OR, \ I. \(. A� ' I -7r�i ✓0\ �• .�f -��111I ,.L' - _ ./�+/-cam t'' ! ` - , I_ E 21" CNti277E>` _ - •. ., - _ _ __. _ t` I a � w `, ••` \ A 1 � r r MIL/ ` •............ ' i•'--/_ \ - ® ----------- SW—. sa �• GDP 4 \' c� V 'f••••••'••f, N CPP 2SR3 � GDP 3 CIV DP I I f JJ' J 4 CALL 48 HOURS 11 urnP L VnI I ntr OF —"— DP 6 WETLAND A EXISTING \o��� ��,777�— 433 S.F. DP 5 CATEGORY '3' WETLAND�'8' \ '""� ORDINARY HIGH �{ CATEGORY'3' ''4 "—.,, WATER LINE OF —� M� Y CREEK K Sound Development Group I'MO`TP"U" ,W.: FN(9NFFPANr, C1PVFY7NC b I ANn nFVR nPAFFN3" VRVT FS URVEY NOTE F7LSTM COMMONS WERE RROAMM RL M OWNER AO PREPARED 9- 8U91. HOED 6 K!VMf CS, N:. MNG McOPADFT CROUP SURVE19 WS IAMNCTN MAEMM ALONG M PRMLT F7EXNGL EGAL DESCRIPTION: ARCEL A IWJ PORICN OF LOT ,, SECTION 32. MVWRw 24 MQ Th RANGE 5 F/u, •AI.. N ONG COIM1'. *91I IGTCL MD OF WGATED NORTHEAST 44M STREET (SOUTHEAST WITH MEET), N IOG COUOY. WAS INGTON. DESCMED AS FOLUM GINNING AT THE IORMAST CORNER OF SAM OCIAM WENT LOT 1; TIf71FE NORMM W 47' 36' HEST, ALONG M NORTH LINE THEREOF. 7971 FEET, MORE OR LESS, TO NMI DI�ELFS SUTTON H65.6 AS DESCRIED UNDER RECORDING NOS. 421M AND 7911221071; i EMCE SOUTH 01' IY W KII 30.00 FRET m M BEGIM FG OF A CURVE ON M SOME76Y MARGIN S40 MATED St. 60M STRM, THE CORER OF WHICH KARS SOUK 01' 12' N" ENT 2%50 FEET. ONCE WESTERLY AND SWINNESTEFO.Y. AOIG M AFC OF SAID qFE. A INSTANCE OF 204 FEET, YORE M LESS. 70 M U-LINE RGIT-OF-RAY LIE AS DE57AM DOER RECORDING NO 7911221071 AND M tl x POW or BEN"". TNRCC NORTHEASTERLY ALOR1G THE HC M SAD ciAm To ENE RIGHT. M CENTER OF %"D4 NARS SOUM 5Y OY 16' FAST 1.115.92 FEET. TOM NORTH OF SAID GDA30 IIENT LOT 1; tIOGE SCRN 6C 47 367 EAST Ai011G 90 AORTA LIE m M WESTERLY LRE OF 4roI0UT STATE R1>,W MD. 2-A AS COMkYFO LROFA RECORDING NO, 466424Z THENCE SOUE m THE ALONG SAID IMMY LINE 90UMRDTpdr LINE E OF A TOF LAND C WM m PM -ABODE NC, T' MM PERM M UIOER RECORDING NO 4956255; TFDICE WENT 67 59' 05' WEST KING SAID SCTIRESER7 FINE TOM SOUTEASTFRLY LIE OF LAKE tO`UEYLTUN BgAEOM IESCROM UNDER RECORI NG NO 421WK MACE MOEMASTERLY ALONG SAD SNIREASTERCY LINE AND M SWTNFAM L7 LINE OF A TRACT OF tANO CWAATM TO M STATE OF Sk"C M BY DEED RECORDED HOER RECOMI G NO. 42100% TO M TRUE PONT OF BEGIIDG; S(PLATE N M CRY OF RENTOk CYAMM OF RIG, STATE OF M69/1CMN PARCEL B: TlAT PORTION OF GONERNMDR LOT 5. SECTION 29. TO.1@4F 24 NOMM, RAGE 5 EAST. RM_ N KING tIMy, DASNR'TM, AND OF VACATED NORTHEAST 441H STREET (SOUTHEAST TI M STREET), N KING Q71IOY, 03017 M, DMIN fD AS MUM LEMMMING ATM SOUTHEAST CORER OF SAD 9740ROA T LOT 5; TM NORM 01' 12' 24' EAR 30M FEET; 1iIM NC0.TN W 47 36' HEST 56168 FEET TO M EASTERLY UK OF A TRACT AS DESCRIBED DEER F MRW N0. 7I11221071 ADM TRIO BEGINNING Of BEGINNINGG OF THE TRACT HEREINDETCp6ED; ,9)a SOUTH >0 2154' EAT 3521 FEET TO M SOUTH LINE OF SAID GOAIMET LOT S. THENCE NORM W 47 36' WEST. AM SAID SOUTH LNE S4214 FEET TO A PONT ON M ARC OF A COVE TOM RIGHT, M CUTER OF SIM BEARS SM 44' 14' 51- EAST 1,115.92 FEET. S4D POW I :06 ON M 7ESTO LY LFE OF SW TRACT OMRBED DOER RECORDINGNI. M1221071; IIUKE NORWATTRY ALONG SAD TIC 2DIA5 FRET TOM R-A UE OF SAID TRACT DESCRIMO UDR I TO I16 NO, 7511221071; 1fENCE SWIM 37 51' 47' EAR, ALONG SNO LA'E 11 00 FEET; HENCE SOLRIEOMY ALONG SO LIE ON M Mti OF A CUM TO TIE LEFT MA G A WA OF 60OG FEET A 06TNM:E !7F 6E23 FEET m A POINT OF REI0M MR4L T VICE SOUTHEASTERLY ALONG SAD LIE ON THEARC OF A CURE TOM DGTR !NMIG A RA IUS OF 2000 FEET A OStOM OF 56A FEET TO A PORT ON M NORiXUCT LINE OF YD W ATm S.E. 6OTN SMET 04M 6 WORN W 411 36' WEST Of M TRUE PONE OF REGNNG; T010E SYUM W 47' W EAST 77.13 FEET m M THE POINT OF BEC6WN0 SPM IN M CM OF RENTNI. COURT OF TWIG, STATE OF V/6NIGION SG9lE ?'= = SD' I MojEa a"WN BY. PJAU DESK.NED Br- rsew /N 50 Q 50 SCALE: 1" = 50' NORTH HAWK'S LANDING C/l D \2•�\: �:`\ ' - /i 1ti0 ``...,. [ 21' S. I \ ' �. \ • . E 2,' .w = 25.5E \ ' LI110341 \ :,. ` ` M21't{'3C' . •� E 21' It = 2E 7E \ �. LI -_N _ N \, `L�• \ ' \ Ell C83205 Few 4231 I- �) N� ---` _A5' •- ,tiyr / \% \`;, E24'MtSE. 36.31 ' VIDE EON" ID � 'Y'� � - _ _ _ ==L�- ✓•y $ •i � � `` `•�`>.\',\. S171Y1[t A E it S . 37E1 20' MO VIDE 500E OF » �• 1M. CB 520E PEt AR 71I1001E1eN - ' N .t yP 39.77 E 24' WE - 3t73 1NI000' se6463Et ,. Na - 1114 29.69 EIr1. rig, i E6'1E-29.69 / /, r 1 11 L-E E14'5-31.05 -01 -A 3 �" _ y f • _ ' �' ,! \ ! `-11122f01' 97ir43i F9%1AS kFTE d w �1ail TI T6 .{ t MM LEE FAs M 10Cie 1,\Uj 4? �. Q O('r I i"' I' �. .mow-"„�- __ •, �_�\` ------------- � 1 Iy � ` JO f+�•• Sfll!l'.f/ \\ 2'' SP-27'E.y __..... _ _. _ .. .. 1 .. .. _ ( fik , 1 - i I-- -- -- -- '- -- -- - - .............. GDP 4 „c ss -- ss - ss — ss ss —. — ssltl[5i1Br-9 — sz -- ss ss — ss -S7•r ss •,,. U I { ••'•. GDP 3 DP C-4 �� �— _,+��\a► EZ EXISTING DP 64t/_433 S.F. WETLAND 'A' �, �,•' �` I EXISTING \.� �� DP 5 CATEGORY '3' 1' WETLAND 'B' \ i� ORDINARY HIGH' I CA S.F. y4 WATER LINE OF CATEGORY '3' � '"�--_ CREEK { Sound Development Group I ""Ts `r°"a" 1' CALL 48 HOURS - t' FNrJNFFP7Nr Q1;1VFWA/r.9 4ANn nFVFTnPA.4FNr SFRVIM aF�nv c vnl 1 nlr. I - -- - - - - -- - - SURVEY NOTE -- OWING CCINM S WM FW4M E TIE MNE 01 P;VAFn IT' MSN, ROEI I woocs. NC. SOUND DEKIOFAEO fX r wR.cro Lw 11H94M-'ON KvLnAiw A.ow. TIE PWECT FWWA¢. LEGAL DESCRIPTION: PARCEL A THAT F000M O cmmoor LOT 1, SEc1M11 32. TOMW 24 POW RANGE S EAR. UAL• N PC CONTY, M91MG1W NO O WCATED NORIIEAST 44TH SIREN (s( HEAST WN ST EL'1), N DC COUNTY. WS IGTOIA DE3MM AS FOLLOWS, ROWING AT THE NORWJ6T MO OF SAID OOKRRENT LOT I; ➢M NORTH W 47' SC WEST, ALONG THE NORTH LIE THEREOF. 7B7-2 FEET. IOW OR LESS. TO ROMY EMCIEENS SA7GM 4465.6 AS DMRMED LAVER NEODFM NOS, 42100% NO 7811221D71, THENCE SOUTH Ot' IS, W IEEE MOO FEET TO THE BECM6/1G OF A OGRE ON THE SONW%T WXM OF SAO W9CAM SE WN SORT, THE CENIEM O IIION WAS SOON 01' 12- 24• UST 2565E FEET; THENCE N6Ip[Y AND Sp71iNEs1FIMY. ALONG THE ARC OF SAD MME. A DISTANCE OF 3A FEET. MOM OR LESS. TO THE L-LIME RIPN-OF-WAY LIE AS OSC711AED LOW NECOMMG NO. 7811221071 NW1 THE THE POW OF BEGMN,. THENCE MMINEASIMT ALONG THE NEC Of SO 0110E W THE ROT. THE C DM Of TICM SEARS SWTK 5E 0Y IC EAR 1,115.92 FEET. TO THE NOTH OF SAD GMCNIDR LOT 1; THENCE SO111M K 47' W L49 ALONG SAO NORM LIE A THE lESIMY LIE OF SFOOOO7 STATE IMOMY NO. 2-A AS O N&M L9M REODNG NO 466424Z T14M SMMMY ALONG SAD .ESMY HIE TO THE S MHINESRRY LINE OF A W OF LAND COMEYEO TO PNN-Am NC. O 0M RECORDED HIDER RCORONB NO, 465u5% THECE N"67 59, W HEST NOG SAD 90URNEORI LINE TO THE NtREEASIFAY LIE OF LICE 105HINGON WVXAM DEXRM LIM RECORDING NO. 421D056; THM IGRRIEASIEALY ALONG SAO SOAHEASIMY HIE AM THE SOANEISTERLY LIE OF A T100 OF ,N0 CONKYED TO 1ST SANE OF RWI GTON 6Y D® PLCOIDED LAW RMRMMG M 42IMN TO THE TRUE FO.T OF 6E476NM:' SOIi41E N THE COY OF REN TON. CONY OF XM. STATE OF WSNIGTOM PARCEL B: 1W3 PORIIOM O GO47AOW 107 5. SECIMIN 29, TOWNSW 24 TORN. RANGE 5 EAST, M31.. N KING =NTY. WA9R16ION, AO OFWATED NGRTIEASI 447H STREET (S"W WN KINGSTW. N KING cowry, ■ALRDIOR, O smn As FO10.5: FAOMAMG AT TOE SMWEAST ODMU O SAID 0AUMENT 'AT S; MOLE NORTH 01' it 2r EASE 30A0 CRT; TH Mi NORM 66 4r w WEST SUDS FEET TO THE EASTIRE OF CIA ❑LCT AS DEZIMED OOF71 RCOFM W n, THE THE 1221M 00 TPOI OF BEOXONG OF THE TRACT ENO" DESCIUM,, THENCE SOX 21' 54' EAU 3521 FEET TO THE SOUTH LIE O SAD MOMENT LOT 5; 11EICE MOREN B6 4r W OEST. ALONG 50 SOWM LINE 342.24 FEET TO A PONE ON THE RAC O A CORK TO THE MOST, 1HE CENTER O 01" BENS SOX M 41r 14' 51• EAST 1,115.92 FEET, SAD POW MUG ON I E WESTERLY LIE Ot SAD TRACT OESCIED LOW RZOBOIIIG la 701122107E THENCE MONREASTIIMY ALONG SAD AC 201.65 FEE7 10 THE R-A LINE O SAD TRACT OMMEO VEER IECOROM NO. 781122,071; TETCE WU1H 37 W4r W. ALONG SW LINE , IV FEET; TIERCE SOA,EASEEWY ALONG SAD LINE ON THE AM: OF A CURE TO LYE IFTT %W A F"A O 180A0 TEXT A DISTANCE O 6623 FEET TO A POINT OF MUM ONO[ TR310E SW11fASTMY AM SAD HIE ON THE AC OF A CONK TO THE MIT H AMM A ROM OF 120DO FEET A 06URM O 58.06 FEET TO A FONT ON THE MORT ERLY LIE OF SW YADJED S.F. WN STREET MSC H 6 MEIN W 4r 36' WEST OF THE TWE POPE OF BEOINNG; TMDa SOWN W 4r 36• FAR 77.13 FEET TO THE TRUE POW Of BEGINNING 9MRTE N M CITY OF RNTON, CC1.•11Y OF HOG, SATE OF W&MCTON sG1f r = sa I FR0,[c7 D?AWNBr. ALAU DFSKJILTD BY F-VMIN 50 0 50 �) SCALE 1" = 50' NORTH HAWK'S LANDING C/l D RELOCATED AERIAL i' +x POWER EX ce Aso+ I / C•. \` ..,`, EifW•165E f ti K = 2L76 I LOW Mw G56YM1G i EX Cl 3M E 1f F 11� 5 = P.6i g� r. f r nIE 24:K: I �' Lrfu n.W f +1• u = 19.69 fE=199t 6, -a 2909 'g idi{YY EX W I I' .� HAWK'S - Rr = t1.70,.76 ..r • `y, tr�.6f E N'.. 37x LANDING ) fr ' r HOTEL E N' S = 37 ct �'/I'. : Flnt FLOOR s 36.0 111 1 • /i. 6-77M0r 4 \ \ z r 1 S1p}L 01019 - _ 3M 3' IF 7./' t NECT oQ�'Q ' STGIRMWATER 1 it �I TO �o RAINGARDEN \ M 7 �i SPOUTS sscz ! W5D RECYCLED I \ \ AC I. �/ STORMWATER y r I ! \ I O ( ; IRRIGATION 2 1} VAULT Cie Y m::l ....q..�..uu.u.u.u..r `,,\+• .,/ ass 'a. __n — n ssR675►'6aY-_ --sz n n ss , n .............................. CN LL I NORTH WEE70ESGF1P1)ON SGIIE NTS PRO/K7 CALL 48 HOURS Sound Development Group 0"WNBY ALAU HAWK'S LANDING RCG(1PC V(11 I fllf �, —_ i cuciurrou,� a n,mvtetr.. turn nninn..—,r crov!/rC /nST 17F( r)NSTRI !(^T1C-)N PIAN Of5/GNEOBY. PSEM/N �� �� R-i5Pt1$EDR•`• s� •x VAOiTIQLV EX CB tea 33.16 If 21- 59 - 26.56 \ \ I J ` • IE 2i K • MIS :\; 7, 53JOGlti \ n .. i.iTN74 LAW I \ �: 1 i l „\ c\b6atd i E 2i kasor X31 -w vim UK" W---��1=•?:1`•` SALYt/i "1 E '1• S = lJ.e, RBI IHI AI 101071 i / .;1 +Z• , E '2' N . 39.77 V � _ • RIM : ;163 S 24' NE- 36.73 112 E t2• NN • 37.35 En CB 3M AIM 41.74 "V . / i / ✓ E tY 5 . 30.14 El. CS 32M4 i s I • .� ✓ i ��{{ MM - 41.70 ! N` /' �' �.� %ems \a, ' `�+� 4i1111• E 24' N . 37-W • I �� e3 M1C�� / , ' •! gEIOIf011pI12D 4sM A. E 24. 5 • 37.E -�/`�} iL II d �/ ZON L.4370 - lb PoLARS POPLARS 4s� `�II f< Wua ESE EASHENf TD �IF3' F E Off OF MENTONN PER j ' 1 �4` tl 73100MM V,. \ t , If 1 My ss . t , ®DP 3 0 _ '•.. DIP EXISTING WETLAND 'A' EXISTING � DIP /61I DP S 433 S.F. WETLAND 'B'`\ ''`\ ORDINARY HICH CATEGORY '3' ° ° . WATER LINE OF CATEGORY '3' _� � A w ��CREEK I- I�` ► �_r�,'1�Y CREED �•,. 11 CALL 48 HOURS; 1 PrMI?r: VnI I nlrli Sound Development Group I Mi&7MM ON FNrJMFFR1JVr V IRW AIr A I ANl7 FJ M / PUFNT SFRVI('FS SURVEY NOTE E NSW COCOONS WERE PRMED BY THE OWNER AND P'QRAREO BY MA ROB k HI!LHM W. SOUND DEVfLOWENT CROUP S1T4YED LAKE NASIMICN ROREVIM ALONG. THE FROKU FRONTAGE. LEGAL DESCRIPTION: PARCEL A TM7 PORROH OF GDIETBOmR LOT 1. SECTION 32. TOO&F 24 NORM. RINGS 5 EA" WA., N PC CONTY, W&MICf01E AO O VACATE. NORTHEAST 44TH STREET (SOMEIST BOTH STA", N KING CMWN . W&WTON, DESCRMIEB AS MONS. 1EGRNIN.; AT THE MUNE-45' COCER OF SAID 00YFRN00C71R LOT 1; THEM NORTH W 47 36- REST. 1LONC INS NORTH LINE THEREOF, 7272 FEET. MORE OR lESS, 1D RW"y ENCICfAS STATION N6S.5 AS OESCMM UNIDER RECOIOM NOS. 4210056 NO M1221071. THENCE SOUTH 01" 17 24' REST 3000 FEET TO DE BECIMG a A ONAE ON THE SwMxT MAMA OF SAID VCATED SE WTH SIAM. THE CENTER OF 1176CH BEARS YARN TV 17 24' WEST 25650 FEET; THEM WESrMY 00 WrIESTERLY, NOG THE ARC OF SAID OW- A DISTANCE OF 2a FEET, YORE OR LESS, TO ME E-LK INNT-dF-RAY LEE AS DESMM LI M RECDF_Nc NO. 1811221071 AM THE TM POINT OF BEG INNING. MM NORIHEASIMY AIDING THE ARC OF SJD DO M TO THE NOR, THE CENTER OF *1CH BEARS SNTH 5B OY 16' EAST 1,11512 FEET. TO THE ICBM OF SAID OJ.LNNINER LOT 1: ICE SWN W 47 36' EAST ALONG SW NORM LINE TOM TEH7ESTE%r IBE OF SLCDO`RT STATE HC~ NO, 2-A AS CONVEYED LINDEN RECDMINC NO. 456424Z 11HECE SOMMY ALONG SAID WESTERLY LINE TC THE SWMNSELY LIE OF A TWO OF LAND CONEYEL` TO FW-IRIDES NC, BY D® REOOROFD (RQA RECORDING NO. IB5UM.. THENCE NORTH 67 59' 05• YS ALONG SAID SWIMNESIERLY LINE TO THE SOUTHEASTERLY LINE OF LAKE WAStWaN BMEVAKO DOOMED tNDER REWNORG NO 4210OW THENCE NORTHEASTERLY AM SAID SOLTHEASTERLY LINE ANO THE SORHEASIERLY M OF A TRACT O I" CON-VTOD TO THE STATE OF WA90G1O1 BY DEED REOMED UNDER REC0IORO NO 421DOM TO THE TIM PoM OF BEGNRN6: SOME N THE CRT OF RENTON. C)L%JY (f RING STATE OF WA9RNGTN PARCEL S. THAT PORTION OF 00.43MM LOT 5. SECTION 29, TON1&M 24 NORTH. RAGE 5 W. M N KING COLNIT, WA91NC1W AND OF VACATED NORTHEAST 44TH STREET (SOUTHEAS BOAR STREET), N 1UNG OMITT. WALYGTON. WSCRGED AS FOLLOK: 1E3040C AT THE SOJMAST COWER OF SAID GUYERNIAM LOT 5; IHENCE NORTH 01. 12' 2i EAST 30.00 FEET; TW4M NORTH OB 47' W REST SUM FEET TO THE EASTERLY LIE OF A TRACT AS DESCRIBEDUHQER RECIXDNC NO. "1,221071 AM THE MI POINT OF BECWNG OF THE TRACT HEREIN DESCROD. SMITH 3B 21' HENCE S54' DST M21 FEET TO THE 5O11M LIE OF SAID Gp.ERNME T LOT 5; THENCE NORM W 47' 3C WEST, ALONG SAID SCUM LINE 34224 FEET TO A PONT ON M ARC Of A Dien TO DE WC IT. M CENTER OF •RED wMs SWI N K u' s1' M 1,R15.91 FEET, SAC PONE &M ON M WESTMV TIE OF SD TRACT OESCMCD HIDER ARMORIC Na 731 t221071; THENCE MORIIEAMMY ALONC S D ARC 201.65 FEET TOM R.A HIE OF SAID IRV 0CSCWD LINDER RECORd6 10. 7811221071; THENCE SM M 37 50' 4r EAST, ALOG SAID LIE II.5D FEET: TIENLL SOUTHEASTERLY ALOC SAD LINE ON M ARC OF A OWE TOM LEFT INMG A MOW OF IBOLO FEET A 06TNkf IE R623 FEET M A PENT OF WAIM CUM; THENCE SOJTFEASEALY ALONG SAID TIE ON M ARC OF A O/NE TOM MGM FMLfG A RASIIS OF 120DO FEET A DISTANCE O 56.06 FEET 10 A PORK ON M NORTHERLY LIE O SAID VACATED S-E. BOAR SKEET VACK 6 NORTH !!Q 47' 36' WEST O M TRACE POINT OF BEOMK MICE SONN W 47 56' FAST 77.13 FEET TOM TREE PORIT OF ECWIIG T,UATE IN M CITY OF RENTON, COUNTY Or Or. STATE OF MSHINCION 50 0 50 NORTH scut' r = W rRo,&7 M"BY. PUU HAWK'S LANDING MOM Or- P.S MIN cnv RELOCATED / AERIAL POWER E t4' SO 26s6 f I `;.. \:; - .�': ,'•. Eli W 26% .•\ ma7RtV, MST4174•;- E 24' RE , 2676 / 111 `,its 4 \ \ • \ `� '`• FE01'03ED \20.6' � PoNER EAillElO Ex W 3296 Ism. 4231 a •.`��-� `� ,` 7p�� R [ 12' S - 37.61 EX E12'N=39.77 / E 2i SW: 36.73 E NN I�� '� `•• .' -+ ":�♦ - 12' 3.1E I I [/� tEREY >l�•Y3Ei �\ Ex. W7 7/.1f ..1.t.7 s 4 _ 12'Y• 29.6E E 12•5•29.94 I HAWK'S `, 203421• _ RM - 41.73 I ` f LANDING AIM E 24• N - 37.,0 HOTEL E N's = 37� FIN. FLOOR c 3l.O - - • u , It ..2r" wft 13r010 • I t I L.E32.96' 1 EI NECT y�ODO STORMWATER ItTO a RAINGARDEN DOWN- ti 41' \ 1\ `+� 'j q SPOUTS OOOO Cie m.. f`LLJ RECYCLED Cie II, �!� hry'I STORMWATER ' O IRRIGATION VAULT T _ __IL __—_ z Q ,pe , t\ �, � _ � � _ ssY'.. � e � �ss � — u �— s�I�fY;�-9 ss y u ss tt ss • ss ........... \ (( •• 1 Q ..... / co CN I I AT`\ — CR I I NORTH I \ ShlffT DIESGP!➢TION - - SGtIP NTS PRO/fC7 CALL 48 HOURS Sound Development Group �PAWNBY PUU HAWKS LANDING RrP1PC Vr11 I nIr "! curruccvu,r CIWIAYfA,r IIA—nnlnnn. r4,r ccclnrcc PngT 17F( r)NI'TR1 1("TinNI PIA DfWMDBY.. PSEVERIN \..,\\V / E 2.' 96 . 26.55 \ I mo•• •,\` K21'Of 26.76 SSTBO'36i J (�,`\', . , 1.2744']F', K N' IE • 26.76 ECSL�.IE31 20' A61N4YE EASOOE A: _ f • - ' $ T• `�`t • i '.'; S171T1al a E ,Y 5 . J781 THE SME OF 7IL�UILL76FL ` 7. - _ ' ,_�-,t ','. u CB M 5 PER NN 761t00 WI 'ICI;/' �' - "-_`�/^" - s_ _" 1 • ; - K6t..,.N E t2' N . 39.77 D'3T 3207 / !t / /� G� ' - - T /' At s• E 24' wE • 3675 E t7'A/.37.35 LE -/ wrubt'..� .y �� D. C8 3701 j/'+ RIM . u7A P / C E R'S• 29,69 4'`+ / /: /' f' ' �' j/ 6 •'\. E 6 RED 2089 Jj • - ` y -� " / / . y "-9QRINfO 7N7� MM SL E 24 s - 37.05 01 t?Y XO{•.. : \ a W E'10tI. :.L�6323I \ ` •� Msm 30L73' A I � PrnAes t VEER LINE E7L43OP A MY OFREiM RTL AFN �" ' ( 4"( Af00I3M —�` Z I Z I U I lip Z Ij 7L4Gfj tPC .1 j. •, �. I, '••. ' ............ .A.r .:.. ,• ; 1 OI4Y TA4 I � II 'tOO� `\, _ +�•• ��1f7/l/11� � l`' I \` rt ,f , E of _rrP-n7a�' �• l � \ •••• GDP 4 F 74- t*-2&43 GDP 3 b C 1 ••• •'•••• I � I\�P i { I ,��� •.M to C� EXISTING DP 6 q WETLAND 'A' ll/ CCC 433 S.F. I, I EXISTING °•. DP 5 CATEGORY '3' WETLAND 'B' \ °�� ORDINARY HIGH �? I I CA S.F. ,,, o.K` WATER LINE OF I ° i •� � CATEGORY '3' � "'�>> CREEK CREE j CALL 48 HOURS {' RFFnvc vnl I n1r. f{ Sound Development Group I SfW M91MON n FNl9A1FFP7MC V 1RVFV7A/C L 1 AA1n nFVFI F)PA4FMT VRVICFS URVEY NOTE f719K CM TONS WERE PWMM R 1HE OWNER AND PREPARED W &ISH. RM 6 NIMN s, PC. MM CEIEUTFSEM GROUP avvE'ED VAE T,SHTC'ON MudVARO :laws E PRDELT MONTAGE, CAL DESCRIPTION: ARCEL A /NV PORIOII OF GO,QIyE g LOT SETTON 3L 10O6HP 24 NORTL RANGE 5 EAST, INN., IN KNG f011IT`, MSlN6Ep1, NO OF WCAI D MIRTE 0 44TH STFM (SG4THEAST $074 STRM N TONG [DIRTY, .ASM14W OESCRRD AS FMLAR EMING AT THE IMMST CORER OF SW 6Q4ERlN M LOT 1; 1HDU NORTH A 4Y 3C VEST, ALONG THE NORM LIE THEREOF, 7971 FEET, MORE OR LESS, TO MY EGPEII6 SR110X 4.E5.6 AS OfSCMM LAM RECOIM Nab 4210056 NO 7811221071, WOKE SOM Or 1Y 24' NEST ]aBO FEET 10 THE BEG"" OF A OAK ON DE SOUNEALT WACN YD WOM SL ROM STREET. THE CENTER O' WL 4 SEARS SU11H 01' 12' N' NEST 256.50 FEET: II DKE KSIOEY AND 50UIFMESR%Y, NIMG THE ARC OF SAD OMNE. A DISTANCE OF M4 FEET, YORE LESS, TO THE E-UAE W04W-RAY LIE AS IESU6fD LOW WCORDW 40. 7011221071 AND THE t1EE POINT OF SMINN•C VOICE N MEA5 MY ALONG THE NC OF SNO OME A THE KMT. THE CENTER OF PON NCNB S M 5Y 02' 16' EAST 1.115.92 FEET, TO THE NORTH OF SAD WVd)QW T LOT 1. t10CE SOUTH a6 47 36' EMT ALONG SAD NOON LIE 10 1HE WESTERLY LIE OF SEOONDART STATE IaRTAY NO.2-A AS COIAEVED DOER RECORDING NO. 466AM T DOE SOIAMERLY ALONG SAID WESTERLY LINE TO THE SO1MVE EY LINE OF A TRACT OF LAND cOM.EYED TO PAN -ABODE NC, BY DEED REDORDET IRRR RELORpC No. /VAM ]MOLE NORTH 62' 59' 05' WEST ALONG SW S"INESIETKY M TO THE SOLIKASIEAS LINE OF LINE NA"WON BMEVA O DESCRIED LOW RECORDING 40. 4210056; TIOCI NORTHEASTERLY ALDNG SW SMflKAMY WE NO THE SWT EASTERLY UK OF A TW OF II4D CORM To THE STATE OF NA96C M Tf DEED RECORDED DOER REOMIG NO 4210056 TO SM AIE IN THE CITY OF RENICK CMM OF RPC, STATE OF VA4PICTON ARCEL B: 1WJ POROON OF COE1041M LOT 5. SECBOK 29, TOWWW 24 NORTK RANGE 5 EMT, VA. IN RAG NUP. MSIMCTON, MO OF VACATED MORTEAST 441H STREET (SOUTHEAST BOTH STREET), IN VC NIPIIY, NAS1wNG : Mcio ED AS Mims, BOL1W AT THE SOUTEST COINER OF SAO NAFRMAX LOT 5: Par NORM Of. 12' 24' EAST 30.00 FEET; TIETICE NORTH r>e 4r W REST SU6I 14T TO THE EASTERLY UE OF A TRACT AS DEWMED LIM TEMFMC RD. 76,1221071 AM THE TROE T'CINR Of B@N110 X THE TJO NO" DMID D ,MDOE SOMH 3O 21' 54' FAST X21 FEET TO THE M M L✓K OF SAO COMMENT LOT % THENCE MORTI IN 4r 3C NEST. ALONG SAD SOUM LINE 34214 FEET TO A PONE ON PC ARE OP A L7RVE M THE RTCI41, THE CD(TEII Of *IGN NEARS M M 4S 14' 51- EAST 1,115,92 FEET, SAID POINT 16 ON THE NFSIOKY LINE OF SAID YOU DESCIOFD OHQR REDORONf. HD. 7811221071; I1E a NORTEMiAY ALONO SAD AC 201A5 FEET TO THE R-A LINE OF SAID TRACT OMMEO L1OER gFOOKIG HD. 7911221071; 11 E)KE SOUTH 37 50' 47' EASE. ALONG SAD LINE I M FEET. DICE SUMEASWY ALONG STD LINE ON THE MC OF A OORSE 10 THE LFrT 15096 A W�Mh OF 1DDO FEET A OW44M OF Mn FEET TO A POINT OF BLfM CUM: THEN E SOURFASEIiY ALONG SAD LINE ON THE ARC OF A CURSE TO THE RIGHT MY04 A RAMIE OF 20.00 FED A 06DAM OF 5606 FEET 10 A POW ON THE NORT E1tY LRE OF SAO VAGTEO 5.E. 60tH ST M MCH 6 NORTH 6R 47' 36' ROT OF THE MIE POLO OF HGPW. THENCE SOUTH FW 47' 36' EAST 77.13 FEET TO THE TRUE POPtt OF BEGINNING 9TIAlF IN M CITY OF IR)PON, COUNTY OF OHG. STATE OF N79rIClN 50 0 50 SCALE 1' = 50' NORTH SG1rE' r = 50' I Pk0)rc7 a"MoK PLIU HAWK'S LANDING DESQGWBr- P_%MIN cilD RELOCATED AERIAL / �= �•� � -. ,� .�= :-� -_ _,- POWER EX c6 2604 E 24. 9N . 26-55 / - E24'W.26S6 `\•••\: •:\ S.D00'34i lV, 1444.34— E 24' NE . 2676 % law \' 11: •`i'\ I \\ \ L4R.M PROPOM 20.0' POWS 6ASDOr i EL M 3206 I_ E if a 3761 ' I 3177 3207 4193 E24'NE-36i3 E 12' A . 36.73 I 1t6ar UF411761 6x a 3203 F+a 770 R. . 41.74 1 I E 12' N 29.W E12'S-XI E16F-26.94 2909 EL u 41.70 LANDING sr34 I HAWK'S `,A, MZICSY RY . �. 24. N . 3700 j / E E x' s . 370 HOTEL SIN FLOOR c 3&8 NCO -10— l 1113M —Wtr�43V 373r ! L.4; E ` SNNECT V p0e SIORMWATER TO pv0 RAINGARDEN \ � ,1 r DOWN- s UTS �. %11 I f2 J RECYCLED f . Cie �. j '"F aJ STORMWATER O C ! s 7 IRRIGATION I Z 1i VAULT M ! II ------- ------------ ---- `�• Fr , , I O I } � }, ,kA.! '-__ ______�_+� .. •..e... •.....u.•....lar,"""'•• 1, \ I r- I �_' ss •_ as __ss m — R �� ssllt56'161F-� sz ss ss �— xi _� u �s,� ss -. . tarns ..........li• n.....uu.u...• \\ 4 i Mq NORTH —� Sound Development Group SHffTDFSCBIfT10N D WNBY PUU PROJfCI 11 CALL 48 HOURS II - P P DOGNfDBY PSEVERIN H/lWK'S LANDING RCMVEP VnI I Ill(' _ - LACIAt[lD7A CIIPI/NIAN I. lIAI1 Cl/CI D4ACAITCCD,NrCC PC)gT nFCY)NSTR! /(-T/nN Pl AN — IN A PORTION OF SECTIONS 29 & 32, TOWNSHIP 24 N, RANGE S E., W.M. i' -- Ee•k=3, 56 f RELOCATED / AERIAL / POWER / Ex CO 26w RN 3315 "\�::\ 'mEywi ` �M •;. E 2: K = 26.76 \ �. , ` \ T,ro■E>a Et41ER1 c6 3231 10 Ex ce s2w p Eli 1E36.73 9r9E•]14 `\\ Ex. 3293 l�ElJ 77.w M - 41.74 E 12' 2••=29.69 1 Ex. a 3m HAWK'S LANDING E 245 = 37.a3 HOTELYM am _ 391.73' .I I NECT d 2 STORMWATER I �r TO pp�p0 RAINGARDEN� I' DOWN' 9 SPOUTS O ssr RECYCLED STORMWATER O I ; IRRIGATION �/ yl _ +• VAULT Z ,• VAA ..u,........ u'y' , ' 1 ss ss ss ss s ssll!'Nr91M�n u ss '�•• \ ii 24' LPP=26.x3 \ I I / it CR ----_ \ NORTH _ E>�K I EMMS / n n Na . d1sl ____ ____ I(B'N. 31.58 Flo 1 .. •� ..n4. 1 \; ,b`^ '' ' Y4i--'"" • EX CIS HIM IF 24' SO = 26.56 NI E 24' = 26.56 Csnw3t ` 1, .` ,` � f2l if=I6.76 0' p,t 1`A \``. \`„ \ E 2f N6sr = 36l1 A ����� i'" _-- _- 8 -_ \.1. ,, ,,1 `�; `` \slat T6 I, t2• S = 37 .6t E 1; H - 39.77 -EA CB szo7 F f 24' NE = 36.73 IT 12 MO 37,33 Al /, . / / M21.4YD{'.12.J• EA. CI 3203 ,eo ar S8SAr71i -. n.,Lr/ IT 12• N = 29 69 E18F=2994 E6. 4f=29.89 -EX. OR 3204 it •!.7_-6i�2A' - /, i� / ' ii \, --" •`•\• LAIN E 24' N = 3700 OF � MM St. E 24' s - 57.05 -10114lf A'lE rn aFIVA CM A-22M l A 1M1/3I `\ p um LINE LAW" W 1 ' OIL' OF IEN@L PER MM Nv y� •.,,.. - 711 max" SE ...,.• - SURVEY NOTE: EXISTING CONOTORS WERE PROVED aY THE OWNER AND PREPARED IN BISN, MED h HIM OS, K. SOUND DECOPSENT GROUP SDRIEYED LWE WSPICIDN BWLEYAD ALONG THE PRDJECI FRONTAGE. LEGAL DESCRIPTION: PARCEL A THAT PORTION OF COMA Mi LOT 1, SECTION 32. TOWNSHIP 24 NORTH. RANGE 5 EAST. WJ . N KING COUNTY, WA4WWTON, NO OF WfATED N TPHEAST 44TH STREET (SOUTHEAST IOTH STREET), N TOO NTY COU, WRSIOMM, DESCRIBED AS FOLLOWS: 6ELNM0 AT TIE NORTHEAST CORER OF SAID ODIEN MW LOT 1; THENCE NORM W 47' 36' WEST. ALONG THE NORTH NNE THEREOF. 7972 FEET. MORE OR LESS, M IIOKAY ENGINEERS STATER 4165.6 AS DSCRHD GOER RECOROIIG NOS. 4210056 NO 7811221071. TOLE SOUTH 01' 12' 24' WEST 30.00 FEET TO 71E EEGINO OF A CllMf ON THE SOUTHERLY MARGIN O SAO WIGTED S.E. LOTH STREET, THE CUM OF WHICH WARS SOUTH 01' 12' 24' WEST 256-50 FEET: NCE TEW6TFAlY AN 5gT1RE5Tf1lr, ALONG TIE ARC OF SAD 0.NAf, A ObTAIEE OF 204 FEET, MORE OR LESS. TO THE K-UE AWI-OF-MY LINE AS OESORIn UDD RECORDING NO, 7811221071 AND THE TRUE POINT O ffL1NC; VOICE NORT EASIEMY ALM THE ARC OF SAO OIN TO THE ROT. THE CTMTER OF WHOM BEARS SOUTH 54 02' 16' EAST 1.11192 FEET. TO THE NORTH O SEED COVINIM LOT 1: THENCE SOUTH 88' 47 36' EAST MIND SMO NORTH LIE TO THE RESULT LINE O SEOM W:! STATE HCHMN Ml 2-A AS OW*YED UNDER RECORDING NO. 4661242: THOLE SOUTHERLY ALONG SAID WESTERLY LIE M THE SONNNSMRLY LIE OF A TRACT O LAND ObBEIED TO PAN -AM INC. 0r am RFDCI�D LIM REMIND NO. MUSS THENCE NORTH 6Z 59' 05' RESTT ALONG SAO SOUT867F%Y LINE TO TIE SOUTHEASTERLY LINE OF LAKE 9RSMOTON BOULEVARD OESCIM UNDER RECORDING NO. 4210056. TMEMCE NORTEA51MY ALONG SAGE SOUTHEASTERLY LIE AND THE 90UTEASIF%Y LINE OF A TRACT OF LAND CONEYID TOM STATE OF WSINCDII 8Y DEED RELOROEO UNDER RECORDING NO. 4210056 TO THE TRUE POINT OF EEGNIMQ STATE IN THE CITY OF RENTON. COUNTY OF KING, STATE OF MS/MGTON PARCEL Et: THAT PORTION OF GO,41UfEMT LOT 5. SECTION 29. TOW&V 24 NETH, RANGE 5 FAST, Wll. IN KING COUNTY. MESHING . NO OF VACATED KORITEAST 44114 STREET (SOUT JM 80H STREET), N K14G COUNTY. WASINCTON OESCPOFD AS FOL OW& EE6/N4G AT THE SOUTHEAST COR411 OF SAD GOOIfOT LOT 5: THDAGE NORTH 01' 12' 24 . FAST 30.00 FEET. THOLE NORM 8I 4r 36' REST 563.68 FEET W THE EASTERLY LIE OF A IWO AS OESCR® LIM RECORDING NO. 7111221071 NO THE IRE POINT OF 6EONNO OF THE TRACT HEREEI 06CRIYED; THENCE SOTH M 21' 54' EAST M21 FEET M THE SOUTH ALE OF SAO WANMUIT LOT 5: THENCE TDRTH W 4r 36' WM. ALONG SAO SWIM Ulf 34224 FEET TO A POW ON TIE ARC OF A CLAM TO THE TOO, THE CENTER O WON BENS SOON 44' 14' 51' EAST I'115.92 FEET, SAO POINT BIG ON TIE WESTERLYUf OF SAID TRACT OMVM UNDER REOOFM NO. 7811221071; THENCE NORTHEASTERLY "NG SAO ARC 201.E FEET TO THE R-A LIE OF SN TROT OESC/6RD UNDER REIIYmNC NO. 761122t071: THENCE SOUTH 37 59 4r EAST. ALONG SAD LINE 11.W FTL7; tH DOE SOUOfASTULY ALONG SAO Ulf ON THE .ANC O A CUM M THE LEFT HMWO A RAMS O IIODD FEET A OSTANO O 6623 FEET TO A POINT O REYEASE DPW, HENCE SOURESRRLY ALOE SAO INf ON THE NC O A CUM 10 THE RIGHT HANIG A RADIUS O 120.OD FEET A DISTANCE OF 5L06 FEET TO A POINT ON THE NORMf%Y LINE O SAD WATED SE WTH STREET WN)N 5 NORTH 6I 4r 36, REST O THE TRUE POINT O BEGNNRO; TEEi SOUTH 6I 47' 36' EAST 77.13 FEET TO Tit TRITE POUT O BEGINNING. SITUATE IN THE CITY O RUNWN, COUNTY O TOO. STATE OF WASHMOTOI _ 55 --- SS Ss�ss SS SSM6ES9'IfY-rT 55 55 5. - - 55 '•'•... :5-- -- GDP 4 ... ...........W...........•,,•• U E 24' CPP=26.41 DP `N z \�"\ ,• °e 6I I EXISTING DP 6,t WETLAND 'A' EXISTING 433 S.F. WETLAND 'B' \ °�\ ORDINARY HIGH l DP 5 CATEGORY '3' 481 S.F. oA `oaN� WATER LINE OF CATEGORY '3' \ A ' ° r CREEK CR O,y 506. 50 SCALE: 1" = 50' NORTH q0 4=Ci Si EQF'� <+W ESSIGN.L ENV\ EXPI Fs ---- - - - \ Sniinfl navolnnmont (;rniin Is4nOscxrnov K I-= W I FRO)Ea rAFA NM RY P! A2 / I I A E A iv/[r I A w F r-"% I A F d- 0 - RELOCATED AERIAL / +,x POWER \ .• E26'N.=1656 m'90'31i N' K . 26A / I \\\ �rti,•'�1 17AD A A a W 1 Lx FORR E�FSE>tr 423, 23 r E 7: S%&5%37 1E.sl 12* 61 CB M6 a '7' N - 3977 x a 3207 I PY•,763 I a:: K•3673 a 24 S.. 3673 i,•,• t a u• N. _ Ce SMS Lill' T7.1� , E I7' N = 19.69 17' S = 30 q /{/ HAWK'S '< ``A' P E ' NI.70 == 37.00 {I LANDING ,\• I+itJK E 96' 5 - 3705 HOTEL - FIM FLOOR a _ - - it •' -- �_ 1 - � � ` I t 111526 O 5012'431 L.u7.W 40 w9.7r Z"CSNNECT QQOp 7 STORMWATER t TO .e© "NGARDEN DOWN- \ �\ SPOUTS t Pi ce 4 ii rt �M ss uj I / RECYCLED r a \ '. ce r. ! + � STORMWATER •��. �a I I r� 1 ,�� O r I IRRIGATION I u! ; VAULTz Ij ► y i — \`t. \ -----' s ,•//ll//1��� 2' Cor.27.76 - •� t O� ! ? •�----------- --------'--_____ _A__ - ••(1 ....uu.u...•.!r �•••.•` i` t .;.'F � l T ". ssv'r_ � __ss m-- ' � �� _ u ss ss s ss - ••• R � \ \ •� rr RJr6as ••........... ro. ...............................\ D 4�J \ \ ja \ \ MAY NORTH — RFEk Sound Development Grou Sc s> pug �o�r� HAWK'S LANDING ` CALL 48 HOURS jib P p I RFF(1DC V(ll I rllf' li currNrrtvrnrr crrovrnur •. turn nninnoearr,r>• ctc,nrY'C POST nF('l7NSTRl /('TlC7N P! AN 1 0900Br PSEYfRIN ��� RELOCATED ` AERIAL =`i, •x_ �� ------- POWER / d•+ea / 2656 E 24' K = 26.76 / fx'■7,36.3t - 37,61 ' �i :��/ J;. `� � __ -___ _ ;_ _ _- ��` t:\;.`• Ali j ��' � I' I a?i 077 PM i r2i ,K=367! I E 12■ , 29.69 V f 12'S •70.1. E 6' It . 2909 / r 6•t16'S6' Es. ca 1204 HAWK'S D `...• 2 xjw tM - 41.70 I �.;/ LANDINGS. ` 1,•rtae' r xx' ■ • 37. 1 Y 3 HOTEL \ r ' S, 37.05 m ' I' 1. nK FLOOR . 3&0 i I r;_ t 1,5, _WIr43V OM i \� L•63i.6� �'• Epp `\ MC iA.7y I t I NECT �p e 7 STORMWATER ` 1 d! TO ep RAINGARDEN i fl i' DOWN- SPOUTS RECYCLED STOKMWATER ' 7 i t` ,� r IRRIGATION/� r 1 VAULT y l-' `t• � \ Z.._....... --- J , ' is • •���� ss.a.■■..■■■H-i.■. ,�� ' Y �.� \�``,` \ a "' � •�C� r11 �I - _ - �,• •e.■■.■..e■...r.............. '����', \ i ss ss ss ss ss ssM6F5►t0Y...� ss n------ss ss ss �1a�� .s t \ ;\ •,r` arrsaa �••u...■....r+. ................... \ 7 \ 5 C3 \ -r 24' cx.203 oLLJ ' N ? I j• . �. i �\ �\ _ , \ NORTH 5/FF/LIFSGPIP901V SM NTS PRO/[LT � 'I CALL 48 HOURS 5oun Development Group MIMN8Y P1AU HAWK'S LANDING RCMDC VnI I nIr' crc(nnc I POST nFrrw,TRI /('Tinny PI A OOCNOBY. PSEVERIN ��� ="- RELOCATED / '.� AERIAL / •� /�_'" - �` POWER \ \ S3=341 \..' �•� MtTEf]E';_ E zi K . 26.7f / 17[OD' Fr . E231 f 1E' N[Sr ..16]1 I e` I _ _-����� ;``• •.• S7will 9I f72'4=17Et PAII Et - 3707P. 1 [ 22i NCB M73 E 24' SO.36.73 E 12' NW . 37.33 / L.LLi7' 77.W Ru - 41.7E It - 1YN•29.69 I `'\ 2 12' 9 . 301E M7i Rj to 57M I • k •� HAWK441.70 'S ' / - •.�, J6' a Sk LANDING 2 \, b•ltAl' E 2E' N . 3700 ItI 7 !+ HOTEL [ ri' S • J7 t>5 FIK FLOOR - no WMC. I NECT 00 e� / STORMWATER r l TO _ �0 RARVGARDEN II1 Q � �j f,� SPOUTS -'"^•, �vyQo � $ 1\ ss Li so .� RECYCLED� �. I' ►, 7�I STORMWATER C ; IRRIGATION VAULT �.i L_ \•x, \ Z I TdRy Of j + 1 ' + + 1 ,I ; \ ••••• • r •••r•rrrrr ■r ur+�irry• r : . //J// `\ �' �t' p,• I �'. `. ul./ -- _ _ ------- 'r•rrr• �u u............ r. ------------- -ss u u u u sstl�fWf'N--fi---u ss----•ss ss u►ar ss \ r ' F _ canna rrrrrrrrrrrrrir�• a rrrr............At \ Q Ail . , I NORTH CREEK 4/;t7GYSGPIP710A' — SG{(f MS P?O/f0 Sound Development Group _- HAWK'S LANDING CALL 48 HOURS Dx�wvBY Pl,u — DOCNfD BY PSEVERIN af:rnv C V(lt I ni T. ru�+urrvr v cuvvrv+err a +r.rn nnir+noucsrr crclnrtc PnST /7F�'nIVSTR(1� TInN Pl AN �r,� • � M- CIO J '�'rt�� ��� s•a • v /"V r y rvou-2av S4ob� flM7 , J-AV KS LAiJD(Q& Dff-VP—c.cPmr=�lrr ROW INNN irrr W W W W W W � cc jf 5j+OWLDEk as T�t�t E.kr�E " fY $IK C-h,J E gf a vase �Fs VARIE 3 3D' Mtu��euM Ca —1C3• ROADWAY 2 Z� NCcU EAST ROW Gl14E S' THau ZAIJaw6 II.ANT siRtP i � r 2 L Ail D f �,j A 2 2! .1 rx1oe tw I A TWW Q LAM lfT9 n. L A E glKg f f- WILL F_f_;�U(ke jqDW L 4 K J-7 VV X'S 4 f M &TON RP U LE VAA D -TVPI&AL SEECrlold (LbOte-110C, IQOi�,74 ) Streetscape Images • Principal & Minor Arterials • Commercial -Mixed Use, Industrial, & Neighborhood Collector Arterials • Commercial -Mixed Use & Industrial Access Streets • Residential Access Street (26' curb to curb w/ parking one side) • Limited Residential Access Street (Average Daily Vehicle Trips 0-250) • Class I, II, and III Bicycle Facilities referenced in Design Standards Table Principal & Minor Arterials G2 RIGh7 OF WAY 01 Arterial DIMENSIONS = FEET v v c J J N 1L C {ll dJ 41 a c = a v vS G_ ';1 B X C1 D 01 F E El C2 X 62 A G2 4 LAMES 2 S S C.5 5 11 14 0 11 14 5 0.5 S S 2 91 SEE MINIMUM STREET DESIGN 5 LAMES . S S C5 5 11 14 12 11 14 5 0.5 S S 2 103 STANDARDS TABLE (RMC 4-6-1360.=.2 6 LANES 2 S S C.5 5 11 14 C 11 14 5 0.5 S S 2 113 =OR ADD ITIONALDESIGN ELEMENTS 7 LANES 2 S S C. 5 5 11 14 12 11 14 5 C_5 S S 2 125 Principal ADT 14.CCC - 4C,CCC Minor ADT 3,000 - 20,CCC Commercial -Mixed Use, Industrial, & Neighborhood Collector Arterials SIDEWALK : PLANTING PLANTING :SIDEWALK i MULTI USE PATH: t: : : ' ' ' G1 ;� Al g1 �� C1 D1 E OR E1 �F E G F ;� F OR F1� D2 C2 �� B2 ' A2 G2 r RIGHT OF WA',' Collector Arterial DIMENSIONS = FEET v C v c � � J v J o o v v A C r}7 �° °� 3 75 c v c '^ z QJ = rp V c Y 9 J t J =ea y e0 G1 Al 61 X CI D1 E El G = F1 D2 C2 X 82 A G2 2 LAVES 2 S S 0.5 8 5 1C 14 C 10 14 5 S C.5 S S 2 83 SEE MINIMUM STREET DESIGN 3 LAVES 2 S S C.5 S 5 1C 1 L 1'1 1C 14 5 S C.5 S S 2 9:: STANDARDS TABLE � RMC 4-6-060.F.2. , FOR ADDITIONAL DESIGN ELEMENTS ADT 3;CC0 -14,CCC Commercial -Mixed Use & Industrial Access Streets G' RIGHT OF WAY Access D 0 S = ===T a N � v _ J� � ,a �v y 76 N 7 2 L L L L U C_ LJ J 2_� "�° U n- tT z z G1 Al B1 X C1 D = E C2 X B2 A2 G2 R;';,,V 2 LANES 2 6 8 C.5 8 IC C IC 8 C.5 8 6 2 69 3 LAVES 2 6 8 C.5 8 IC iI IC 8 C.5 8 6 2 8C SEE MINIMUM STREET DESIGN STANDARDS TABLE ; Rr:9C-6-C6C.E.2 =OR ADDITIONAL DESIGN ELEMENTS ADT 0 - 3,DDC ;2 Residential Access Street (26' curb to curb w/ parking one side) i ]] FIFI- +, 00 ,� 1 SIDEWALK I PLANTING 1 IF PLANTING SIDEWALK 1 1 1 Al B1 14 C 1 D E 14 B2 A2 11 1 11 RIGHT OF WAY Access DIMENSIONS = FEET w v o a � y V d G; fV .r L SEE MINIMUM STREET DESIGN Al 61 X C D E x 62 A2 RI'W STANDARDS TABLE + RMC 4-6-C6C.=.i. 2 LANES 5 S C.5 6 IC IC 0.5 S 5 53 =OR ADDITIONAL DESIGN ELEMENTS ADT 0 - 3,000 Limited Residential Access Street (ADT 0-250) RIGHT OF WAY - Access DIMENSIONS = FEET 0 VN a U U Q a a ev SEE MINIMUM STREET DESIGN! Al 61 X C D X 62 A2 R?'W STANDARDS TABLE;RMC 4-6-C6C.=.2. 1 LANE 5 S C.5 6 12 C.5 S 5 45 =0R ADDITIONAL DESIGN ELEMENTS ADT C - 25C Class I, II, and III Bicycle Facilities referenced in Design Standards Table MULTI -USE PATH/ PLANTIN SIDEWALK I STRIP Minimum 12' STREET WIDTH MAY VARY CLASS I: MULTI -USE PATH �f II �, 4 � I - t- PLANTING STRIP STRIPE ` TrAVEL LA 4E(.-,) I I III I 'X imi i II PLANTIN STRIP ONE war RIKE tine STREET 5' 1 04DTH MAY VARY CLASS II: BIKE LANE WIDTH MAY VARY CLASS III: SHARED LANE LEGEND A DRAINAGE AREA WITH 1-405 MILE POST CROSSING DRAINAGE AREA BOUNDARY FLOW PATH PROPOSED CULVERT RECONSTRUCTION DATE 11/4/2004 PLOTTED BY michaelk DESIGNED BY M.KARPUK ENTERED BY X. BERMUDEZ CHECKED BY E. LIOU PROJ. ENCR. REVI CLOVER CREEK I LAKE WASHINGTON PRELIMINARY NOT FOR CONSTRUCTION 0 600 1200 ALL INFORMATION SCALE IN FEET NOT INCLUDED _^ RECTO STATE FED.AID PROJ.NO. I-405 10 WASH Am=D802 JOB MWW 0 • NORTH RENTON SHEET caTucr ro. LOCAnor ro. 4 M, EXHIBIT a GAiL OAIE OFFSITE DRAINAGE BASINS SWiTS -b-ATE—t-KYJ I P.E. sTAr ea I P.E. STAMP •ar 7 CLOVER CREEK t I LEGEND A DRAINAGE AREA WITH I-405 MILE POST CROSSING DRAINAGE AREA BOUNDARY — — FLOW PATH PROPOSED CULVERT RECONSTRUCTION LAKE WASHINGTON PRELIMINARY NOT FOR CONSTRUCTION 0 600 1200 ALL INFORMATION SCALE IN FEET NOT INCLUDED TIME 12t03sl4 PM _ �o°M s"" FED.AID PROJ.NO. LOCATION ■o. P.E. STAMP •0" cA C P.E. STAMP Wl u. a IVA• wh. I-405 NORTH RENTON EXHIBIT DB02 DATE 11/4/2004 10 WASH PLOTTED BY michoelk — DESIGNED BY M. KARPUK JO"'""K" corroAcr NO. SHEET o 3 sNEETs ENTERED BY X. BERMUDEZ _ CHECKED BY E. LIOU PROJ. ENGR. OFFSITE DRAINAGE BASINS REGIONAL ADM. REVISION DATE BY CLOVER CREEK r f LAKE WASHINGTON NE 44TH ST „f- �^T„ �T MAY CREEK GYPSY CREEK °4 s'3 3q'13 Ac 8, 0S M, p yB 9yg S) a ASS 1 ; 4e l � t f N•P''�� 1 / t ),s 7.39 \ } 9g 65,58 \ q,33.4� i t \ t 1 t 1 8I4S6' )s 0•Ioe•es t f t 4c \ 4c f ' � f � 1 \ t k } \ f f i F 1 1 LEGEND DRAINAGEAREA WITH I-40S T.Ts MILE POST CROSSING A, DRAINAGE AREA BOUNDARY PRELIMINARY — — FLOW PATH NOT FOR CONSTRUCTION PROPOSED CULVERT RECONSTRUCTION 0 6D0 1200 ALL INFORMATION SCALE IN FEET NOT INCLUDED FILE NAME PW:\En Ineerin \001\drain a\misc\te \exhibit2_ r_mk_1 -43.dgn CFTC r.E. fT.r sox C.IE P.E. STAW 1102 ' • • b I -405 NORTH RENTON EXHIBIT TIME 12:03:14 PM "E;oa STATE FED.A10 PROJ.NO. D602 DATE 11/4/2004 10 WASH Jn "JNK• PLOTTED BY michoelk — DESIGNED BY M. KARPUK SHEET Of 3 SHEETS ENTERED BY X. BERMUDEZ CHECKED BY E. LIOU BY EOMTEACT No. LOCATION 40. PROJ. ENGR. OFFSITE DRAINAGE BASINS REGIONAL ADM. REVISION DATE CLOVER CREEK I LEGEND DRAINAGE AREA WITH I-405 MILE POST CROSSING DRAINAGE AREA BOUNDARY FLOW PATH PROPOSED CULVERT RECONSTRUCTION LAKE WASHINGTON PRELIMINARY NOT FOR CONSTRUCTION 0 600 1200 ALL INFORMATION SCALE IN FEET NOT INCLUDED FILE NAME PWi\En ineerin \001\drains a\misc\fe \exhibit2_o r-mk-1 x036o109c-PO_43.d n 8ft c�rc P.E.STAMPwx o�i[ j • �rw.sym •rr «� I-405 NORTH RENTON EXHIBIT TIME 12:03:14 PM — -- — uaa ■o. surf FED.AID PROJ.NO. DB02 DATE 1 1 /4/2004 10 WASH PLOTTED BY michoeik DESIGNED BY M. KARPUK Jm "'AMA SxEET a S TS ENTERED BY X. BERMUDEZ CHECKED BY E. LIOU tortutr NO. Eauri•■ .o. PROJ. ENGR.� DATE BYP.E.STAMP OFFSITE DRAINAGE BASINS REGIONAL ADM. REVISION LEGEND A DRAINAGE AREA WITH I-405 MILE POST CROSSING DRAINAGE AREA BOUNDARY FLOW PATH PROPOSED CULVERT RECONSTRUCTION CLOVER CREEK LAKE WASHINGTON t PRELIMINARY NOT FOR CONSTRUCTION 0 600 1200 ALL INFORMATION SCALE IN FEET NOT INCLUDED TIME 12t03c14 PM nccoa sr,rc FED PROJ.NO. GAT( P.C. srwp •a DALE ►.c. srw sox to c • • r.+�w.. •rr �o�....r.e.+...�� I-405 NORTH RENTON EXHIBIT D602 DATE 11/4/2004 10 WASH PLOTTED BY micricelk DESIGNED BY M. KARPUK JOIN ININK■ SHUT o s� rS ENTERED BY X. BERMUDEZ _ _ _ _ CHECKED BY E. LIOU _ CONTRACT NO. tour�a ro. PROJ. ENGR. OFFSITE DRAINAGE BASINS REGIONAL ADM. REY1510N DATE BY CLOVER CREEK LEGEND A DRAINAGE AREA WITH 1-405 MILE POST CROSSING DRAINAGE AREA BOUNDARY - - FLOW PATH PROPOSED CULVERT RECONSTRUCTION LAKE WASHINGTON 0 600 1100 SCALE IN FEET PRELIMINARY NOT FOR CONSTRUCTION ALL INFORMATION NOT INCLUDED FILE NAME PWs\En ineerin \O01\droina a\misc\te \exhibit2-o r-mk-1 -43.dgn P.C. STAMPwE - P.E. STAMP BOX a 1 A . • M�hY. yY�. �. �. 1-405 NORTH RENTON EXHIBIT TIME 12E03E14 PM _ aoa STATE FED.AID PROJ.NO. D602 DATE 11/4/2004 10 MASH PLOTTED BY michoelk — - DESIGNED BY M. KARPUK E SHEET Of S-iTS ENTERED BY X. BERMUDEZ _ _ CHECKED BY E. LIOU _ CEIITMCT M0. l0GTI0M 110. PENGR. OFFSITE DRAINAGE BASINS REGIEGI ONAL ADM. REVISION DATE BY z V�-Q`lti( 14 fi,^�L. T ° entering the site. The main hotel access would include a center rlandscaped island and a separate lane for left- and right -turning vehicles Ic exiting the site. As noted earlier, the northerly access (the existing Pan Abode access) is recommended to operate as a right-in/right-out access due to its close spacing to the 1-405 southbound ramps. The main access is expected to operate acceptably upon completion of the hotel Although this access will be located fairly close to the northerlyaccess servin the g . Barbee Mill development, conflicts between the left -turns entering the two opposing sites are expected to be minimal due to the low volume of left- turns projected at the Barbee Mill siteban--minimal queue lengths at the � = hope! entrance. � T but also g y pctfis associaf' . e above measures mitigate not only im ed with the hotel, pre-existing conditions. Conclusions Recom / men dations a4 The development of the hotel at Hawk's Landing would generate k_�� '; additional traffic onto the existing transportation system. Both near -term e-= and long-term roadway/ intersection improvements for the NE 44t" Street corridor/interchange were identified in the Port Quendall analysis. Interim ?" measures to mitigate the impacts associated with the hotel to decrease the intersection delay until further corridor improvements can be funded and constructed were discussed in the prior section. The following improvements/actions are recommended for consideration by Staff for the project: (�)Participation in the construction of additional lanes at the NE 44th Street/1-405 Northbound Ramps. Installation of 100-foot southbound left -turn storage lane (or two- way left -turn lane) on Lake Washington Boulevard at the main hotel access. s Construction of a center merge/refuge lane on Lake Washington = ° Boulevard between Seahawks Way and the southbound ramps. /= Shared cost of the traffic signal installation at the NE 44t" Street/1-405 Southbound Ramp. - i Construction of frontage improvements along Lake Washington ` .Boulevard cl ) � d ' "d-te 18 }_ 1 Payment of the City's traffic mitigation fee; credit for the existing Pan Abode trips should be allowed as well as any costs associated with the above mitigation measures. Besides the above mitigation considerations, the Applicant has met with representatives of Metro Transit to ensure that the future site configuration is designed to accommodate bus turnaround through the project site for future transit service. No other mitigation measures are recommended for consideration at the present time. 19 C4 • 32 TUN RSE NW 1/4 CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS " o TECHNICAL SERVICES • • PLANNING/BUILDING/PUBLIC WORKS 02/14/00 LEGEND 1111 ® Horizontal & Vertical 2222 ® Horizontal Only 3 ®3 Vertical Only Monument -- Renton City Limit: B429 T24N R5E SW 1/4 B4 - 29 T24N R5E SW 1/4 - — - -- A- 21 1834� - - 1265 / ' + 28 8 - -_ 4-, 283,7 i + 2770 744t �4 st-- ---- /t 1413 548t +547 546 �.--- . , -- _ 1 �- 2943/743--- i --- i + i1r80—J Tq2sa2 — / t7�40- 2545 b7 --- _ - -- _ - - - ' z _ 4 } Et y- ) . A, 21 6 _ 62� 357 ` 'g 18 ! 1185° + 938 + �tr 72' `i i � �$181 6 340 y I ........ ; i i� 1179 I 2 i 2769 ! i i j -18161 I 3; h9a5— `T I—= `— 32 T24N R5E SW I/4 CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS +®" o TECHNICAL SERVICES + PLAMUNG/BUILDING/PUBLIC WORKS 02/14/00 LEGEND ® Horizontal & Vertical 2222 ® Horizontal Only 3333 Vertical Only Monument -- Renton City Limits C432 T24N R5E NW 1/4 SECTION 31 T24N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 2100 Location: Found a standard United States Geological Survey (USGS) bench mark brass disc, NGS archive no. SY0162, designated "Gaging Station", in the top of the southerly comer of a large sloping concrete structure on the northeasterly side of a 36-inch corrugated metal pipe housing a USGS recorder, on the westerly side of Lake Washington Boulevard approximately 3.6 miles north of its intersection with Bronson Way, at a wooden bridge over May Creek, approximately 36' northwesterly of the centerline of Lake Washington Boulevard, approximately 1.2' northerly of the northerly face of the housing, approximately 0.6' northeasterly of the northeasterly face of a large concrete box vent for sewer pipe and approximately 6' lower than Lake Washington Boulevard. Monument: USGS DISC ON SLOPING CONC STRUCTURE, GAGING STA USGS NORTHING: EASTING: ELEVATION: 8.813 2116 Location: Found a standard Coast & Geodetic Survey (CGS) bench mark brass disc, NGSarchive no. SY0159, stamped "N 384 1959", set in the top of a concrete post monument projecting approximately 0.3' above the ground, at Kennydale, approximately 41' northerly of the constructed intersection of Lake Washington Boulevard, Mt. View SE leading to the west and N 33rd St. leading to the east, approximately 29.5' northwesterly of the centerline of Lake Washington Boulevard, approximately 37' north -northeasterly of the centerline of Mt. View SE, approximately 32.2' southeasterly of the southeasterly rail of the Northern Pacific Railroad, approximately 81.6' northwesterly of and across the intersection from the northwesterly corner of the Kennydale Market, approximately 1.5' northerly of power pole S-ES 1/12, approximately 1.5' northeasterly of a pole supporting a railroad crossing sign and approximately 1.4' westerly of a witness post. Monument: CGS DISC IN TOP OF CONC POST MON, STA N384 NORTHING: EASTING: ELEVATION: 12.848 C3-3 SECTION 32 T24N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 2116 Location: Found a standard Coast & Geodetic Survey (CGS) bench mark brass disc, NGSarchive no. SY0159, stamped "N 384 1959", set in the top of a concrete post monument projecting approximately 0.3' above the ground, at Kennydale, approximately 41' northerly of the constructed intersection of Lake Washington Boulevard, Mt. View SE leading to the west and N 33rd St. leading to the east, approximately 29.5' northwesterly of the centerline of Lake Washington Boulevard, approximately 37' north -northeasterly of the centerline of Mt. View SE, approximately 32.2' southeasterly of the southeasterly rail of the Northern Pacific Railroad, approximately 81.6' northwesterly of and across the intersection from the northwesterly corner of the Kennydale Market, approximately 1.5' northerly of power pole S-ES 1/12, approximately 1.5' northeasterly of a pole supporting a railroad crossing sign and approximately 1.4' westerly of a witness post. Monument: CGS DISC IN TOP OF CONC POST MON, STA N384 NORTHING: EASTING: ELEVATION: 12.848 W.� Location: Found a standard Washington Geodetic Survey (WAGS) bench mark brass disc, National Geodetic Survey archive no. SY0161, stamped "8 A 19", set in the top of a concrete post monument buried approximately 1' below the ground, on the westerly side of Lake Washington Boulevard, approximately 3.5 miles northerly from its intersection with Bronson Way, at the crossing of a gravel road over a railroad leading to the Bardee Mill Company, approximately 189' northeasterly of the center of the crossing, approximately 3.6' east - southeasterly of the east -southeasterly rail, approximately 76' west - northwesterly of the centerline of Lake Washington Boulevard, approximately 25' south -southwesterly of a steel pipe supporting a "6" sign, approximately 12' westerly of a witness post and approximately 3.5' lower than Lake Washington Boulevard. Monument: ARCH # SY0161, CGS DISC IN TOP OF CONC POST MON, STA 8 A 19 WAGS NORTHING: EASTING: ELEVATION: 11.138 C4-4 SECTION 32 T24N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1834 N 1/4 Corner 32 T24N R5E Location: Found a 3/8" bronze plug with a punch mark on a concrete post monument down 0.5' in a monument case at the point of intersection of the constructed centerlines of NE 43rd Street & Jones Avenue NE (1st road west of Lincoln Avenue NE) approximately 1' from a guard rail, approximately T from the fog line at the approximate centerline of a gate in the 1405 chain link fence. The monument has a City of Bellevue (COB) GPS station designation of 0187, and is a City of Bellevue Benchmark. Monument: 3/8 IN BRONZE PLUG W/PUNCH ON CONC MON, IN CASE, DN. 0.5' (COB- 0187,COB-BM) NORTHING: 59967.794 EASTING: 397383.176 ELEVATION: 11.411 1835 W 1/4 Corner 33 T24N R5E Location: Found a 3/8" bronze plug with a punch mark on a concrete post monument down 1.0' in a monument case approximately 1.7' southerly and 13.0' westerly of the constructed intersection of SE 88th Street & 116th Avenue SE. Monument: 3/8 IN BRONZE PLUG & PUNCH ON CONC MON, IN CASE, DN. 1' NORTHING: 59138.587 EASTING: 398157.566 ELEVATION: 99.564 1836 Location: Found a 1/8" bronze pin in a round concrete post monument down 0.4' in a monument case at the constructed intersection of N 30th Street & Burnett Avenue N. Monument: 1/8 IN BRONZE PIN ON CONC MON, IN CASE, DN. 0.4' NORTHING: 58563.567 EASTING: 396538.792 ELEVATION: 36.586 C4-2 4 co ZE i �i ray 8e Oabor-rke, Inmc. CONSULTING ENGINEERS DATE: January 5, 2010 TO: City of Renton ATTN: Steve Lee Public Works 1055 S. Grady Way Renton, WA 98055 FROM: Barry Baker PROJECT #: SWP 27-3531 SUBJECT: City of Renton I-405/NE 44`h St Interchange Project Report WE ARE TRANSMITTING: ® Herewith ❑ Under Separate Cover Number of Copies: 1 COMMENTS: Steve, THE FOLLOWING: ❑ Prints ❑ Construction Drawings ❑ Specifications ❑ Shop Drawings ❑ Change Order ❑ Legal Description ❑ Letters ® Report FOR: ❑ Review & Comment ❑ Approval ❑ Signature ® Your Use & Files ® As Requested ❑ Action Noted Below Enclosed is your copy of the Huckell/Weinman Associates I-405/NE 441h Street Interchange Project Draft Environmentla Assessment Discipline Reports. We have made copies for our use. If you have any questions or need additional information, please contact me.. Barry Bake Enclosureg 701 Dexter Avenue N., Suite 200 Seattle, Washington 98109 (206) 284-0860 Fax: (206) 283-3206