Laserfiche WebLink
TP-1 <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> -a a> .0 o Tracked Excavator <br /> E >, >' _c) <br /> Excavation Method: <br /> p Z_ I- as C/) > <br /> 1- a, z m ca o co Ground Elevation(ft): 138 <br /> O <br /> n c m m 2 w Excavated By: Evergreen Topsoil <br /> II , 0 co 05 co I- (.9 D <br /> a—0 • SM Loose,dark brown with organics,moist,silty _ <br /> O SM N.SAND,fine-grained(TOPSOIL) <br /> v5_ Groundwater not encountered. <br /> S <br /> _ SM \Loose,gray,moist,gravelly,silty SAND, / _ <br /> —2 SM fine-grained(FILL) — <br /> Z- <br /> Old Topsoil <br /> >- Loose to medium-dense,orange/brown,moist, - <br /> a- silty SAND,mottled,fine-grained(Weathered - <br /> co—4 Till) — <br /> o- -@4'becomes brown,medium-dense - <br /> a- - <br /> z <br /> 73- W=13 • - <br /> w-6 1 d GS -@6'becomes gray,gravelly,dense to very — <br /> cx- dense(Till) - <br /> w <br /> > - <br /> w <br /> ui- <br /> a 8— — <br /> N_ Test Pit Completed 11/18/16 <br /> w Total Depth of Test Pit=7.5 ft. <br /> _ <br /> a <br /> o_ <br /> 0 <br /> ro—10 — <br /> O <br /> L0 <br /> O <br /> TP-2 <br /> a <br /> O <br /> 0 SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> 0 <br /> 17 <br /> aw a' a) -C o Tracked Excavator <br /> = >' Excavation Method: <br /> z aa)) Z if) as <br /> coco Ground Elevation(ft): 139 <br /> t <br /> E o N- ? Excavated By: Evergreen Topsoil <br /> a—0 <br /> w_ 1 d W=17 SM Loose,dark brown with organics,moist,silty <br /> o GS SM \SAND,fine-grained(TOPSOIL) /— <br /> 0- Loose,brown,moist,gravelly,silty SAND,brick _ <br /> R <br /> -2 debris,fine-grained(FILL) — <br /> - <br /> w SM Old Topsoil <br /> 6_ SM Loose to medium-dense,orange/brown,moist, _ <br /> N—4 silty SAND,mottled,fine-grained(Weathered — <br /> 1-- Till) - <br /> w- -@5'becomes gray,gravelly,very dense(Till) - <br /> B_ -@6'refusal - <br /> o-6 <br /> o_ - <br /> o Test Pit Completed 11/18/16 <br /> 5 Total Depth of Test Pit=6.0 ft. - <br /> w - - <br /> c) <br /> 1—8 — <br /> U <br /> o—10 <br /> X <br /> 0 <br /> Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> O 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br /> 0 3. Refer to"Soil Classification System and Key"figure for explanation of graphics and symbols. <br /> 0 <br /> Proposed Building Figure <br /> C eOT{'ST Development Log of Test Pits <br /> 3313 Oakes Avenue 5 <br /> Everett, WA (1 of 3) <br />