4702 W GLENHAVEN DR 2020-06-16 - Laserfiche WebLink

Oskar Property Deck Limited CAO,Everett,WA Materials Testing&Consulting,Inc. July 17,2019 19B182 Appendix C. Exploration Logs Unified Soil Classification System Chart Sampler Symbol Description Major Divisions Graph USCS Typical Description p Standard Penetration Test(SPT) Coarse d �. GW Well-graded Gravels,Gravel•Sand Ma Grained Soils Gravel o :O•° tures Clean Gravels ® Shelby Tube More Than i•. GP Poorly-Graded Gravels,Gravel-Sand 50%of • • Mixtures Coarse Frac- tion rao- ® Grab or Bulk tion Retained A'n P. GM Silty Gravels,Gravel-Sand-Silt Mixtures More Than 50% On No.4 V1'-:'f,4' 8 California(3.0"O.D.) Retained On Sieve Gravels With Fines 4;"r�d No.200 Sieve GC Clayey Gravels,Gravel-Sand-Clay Mix- tures i Modified California(2.5"O.D.) 1d, ' SW Well-graded Sands,Gravelly Sands Sand Stratigraphic Contact Clean Sands • • Distinct Stratigraphic Contact More Than SP Poorly-Graded Sands, Gravelly Sands Between Soil Strata 50%of • • • Coarse Frau- 'a..,. \ Gradual Change Between Soil tion Passing :;• - '\:' SM Silty Sands,Sand-Silt Mixtures Strata No.4 Sieve ;,i,;;, ;i Approximate location of Sands With Fines t,t ,i., stratagraphic change SC Clayey Sands,Clay Mixtures Fine Grained ML Inorganic Silts,rock Flour,Clayey Silts i Groundwater observed at time of Soils With Low Plasticity exploration Silts&Clays Liquid Limit Less ,f' CL Inorganic Clays of Low To Medium Measured groundwater level in Y 9 exploration,well,or piezometer Than 50 Plasticity More Than 50% ♦ Perched water observed at time Passing The OL Organic Silts and Organic Silty Clays of of exploration No.200 Sieve Low Plasticity MH Inorganic Silts of Moderate Plasticity Modifiers Silts&Clays Liquid Limit 7 CH Inorganic Clays of High Plasticity Description Greater Than 50 Trace >5 OH Organic Clays And Silts ofMediumto Some 5-12 • High Plasticity 1....< PT Peat,Humus,Soils with Predominantly With >12 Highly Organic Soils Organic Content Soil ConsistencyGram Size Granular Soils Fine-grained Soils DESCRIPTION SIEVE GRAIN SIZE APPROXIMATE SIZE SIZE Density SPT Consistency SPT Blowcount Blowcount Boulders >12" >12" Larger than a basketball Very Loose 0-4 Very Soft 0-2 Cobbles 3-12" 3-12" Fist to basketball Loose 4-10 Soft 2-4 Coarse 3/4-3" 3/4-3" Thumb to fist Gravel Medium 10-30 -Firm 4-8 Fine #4-3/4" 0.19-0.75" Pea to thumb Dense Dense 30-50 Stiff 8-15 Coarse #10-#4 0.079-0.19" Rock salt to pea Very Dense >50 Very Stiff 15-30 Sand Medium #40-#10 0.017-0.079" Sugar to rock salt Hard >30 Fine #200-#40 0.0029-0.017" Flour to Sugar Fines Passing <0.0029" Flour and smaller #200 Materials Testing & Consulting,Inc. Exploration Log Key FIGURE 777 Chrysler Drive Oskar Property Deck CAO Burlington, WA 98233 4702 West Glenhaven Drive Everett, Washington 6-97:11 9 A.`