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3322 KROMER AVE Geotech Report 2023-05-25
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3322 KROMER AVE Geotech Report 2023-05-25
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5/25/2023 3:43:13 PM
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5/25/2023 3:43:13 PM
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Address Document
Street Name
KROMER AVE
Street Number
3322
Address Document Type
Geotech Report
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TP-1 <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> L <br /> al a 0 -5Tracked Excavator <br /> Excavation Method- <br /> _ .0 <br /> $ z (xiii, fa <br /> _" cn Ground Elevation(ft): 162 <br /> - • N o .0 <br /> 0- mca. Vl <br /> Excavated By: Client/RZM <br /> —0 SM Loose,damp,dark brown,silt,very gravelly <br /> - TP1-1= d SAND,numerous organics and rootlets - <br /> - (Topsoil/possible fill) Groundwater not encountered. - <br /> - / CH Medium stiff to stiff,damp to moist,Tight _ <br /> TP1-2= d brown with scattered orange mottling, <br /> - very sandy,SILT and CLAY,top 0.5 ft <br /> - slightly weathered(Fraser Transitional - <br /> - Beds) - <br /> -4 - <br /> -becomes moist at 4.5 ft <br /> - TP1-3= d - <br /> —6 TP1-4= d W=27 / — <br /> GS <br /> Test Pit Completed 03/17/20 - <br /> —- 8 Total Depth of Test Pit=6.5 ft. — <br /> —10 — <br /> TP-2 <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> Ea 0 o Tracked Excavator <br /> _ a <br /> Excavation Method <br /> ▪ Z " ii5~ N Ground Elevation(ft)- 170 <br /> m D. N Excavated By: Client/RZM <br /> C▪U 0 v1 o6 v� F— 6 D <br /> —0 SM Loose,damp,dark brown,silt,very gravelly <br /> - TP2-1= d WGS 6 SAND,numerous organics and rootlets <br /> - (Topsoil/possible fill) - <br /> _2 % CH Stiff to very stiff,damp to moist,light _ <br /> TP2-2= d brown with scattered orange mottling, - <br /> - very sandy,SILT and CLAY,top 0.5 ft <br /> slightly weathered(Fraser Transitional Q Slight seepage groundwater seepage _ <br /> Beds) encountered at 3.5 ft. <br /> —4 -becomes moist,slight seepage at 3.5 ft - <br /> - TP2-3= d <br /> —- 6 — <br /> —$ Test Pit Completed 03/17/20 <br /> Total Depth of Test Pit=7.5 ft. <br /> —- 10 — <br /> Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br /> 3. Refer to"Soil Classification System and Key"figure for explanation of graphics and symbols. <br /> CellOpT Kikuchi Retaining Wall Figure <br /> 815 34th Street Log of Test Pits 5 <br /> Everett,Washington 98201 <br />
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