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TP-1 <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> .0 a) -0 o Tracked Excavator <br /> o E 0. 0 Excavation Method: <br /> o - z'm ~ �a co ›, 138 <br /> m a) as 0 c0 Ground Elevation(ft): <br /> I- m E Z E o E Excavated By: Evergreen Topsoil <br /> W o co oa c/) I— 0 Zr <br /> -,a—0 SM Loose,dark brown with organics,moist,silty <br /> O SM \SAND,fine-grained(TOPSOIL) <br /> co <br /> 0_ SM Loose,gray,moist,gravelly,silty SAND, Groundwater not encountered. <br /> - <br /> z —2 SM \fine-grained(FILL) ` — <br /> 5- • \Old Topsoil \ <br /> > - Loose to medium-dense,orange/brown,moist, - <br /> a - silty SAND,mottled,fine-grained(Weathered _ <br /> Y —4 • Till) — <br /> o - -@4'becomes brown,medium-dense _ <br /> - _ <br /> z <br /> w —6 1 d WGS 3 <br /> @6'becomes gray,gravelly,dense to very — <br /> • <br /> iy w- dense(1111) - <br /> >- - <br /> w <br /> or- <br /> a—8 — <br /> a_ Test Pit Completed 11/18/16 _ <br /> Y- Total Depth of Test Pit=7.5 ft. <br /> a <br /> o_ _ <br /> co <br /> �,-10 — <br /> m <br /> 0 <br /> 0 <br /> CD <br /> TP-2 <br /> a <br /> CC0 <br /> O <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> 0 <br /> J <br /> co <br /> 1-5 <br /> Z .0 a) -0 o Tracked Excavator <br /> E 0. E .0 Excavation Method: <br /> �, <br /> z m ~ :° co 139 <br /> z a, Z �, o 0 Ground Elevation(ft): <br /> E E E m E u) Excavated By: Evergreen Topsoil <br /> D o cn oa co I— 0 Zr <br /> a —0 <br /> w _ W=17 SM Loose,dark brown with organics,moist,silty <br /> 0 1 d GSH SM SAND,fine-grained(TOPSOIL) /� Groundwater not encountered. <br /> W - <br /> 0 - Loose,brown,moist,gravelly,silty SAND,brick <br /> —2 debris,fine-grained(FILL) — <br /> LL <br /> w III SM Old Topsoil <br /> 6_ SM Loose to medium-dense,orange/brown,moist, <br /> E-4 • silty SAND,mottled,fine-grained(Weathered — <br /> o- Till) _ <br /> 0_ -@5'becomes gray,gravelly,very dense(Till) <br /> 3_ -@6'refusal - <br /> occ <br /> —6 <br /> o_ <br /> o- Test Pit Completed 11/18/16 <br /> o Total Depth of Test Pit=6.0 ft. <br /> to- - <br /> 0in—8 — <br /> 0 <br /> w_ _ <br /> 3 <br /> C <br /> c—10 — <br /> x <br /> CD <br /> Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> co 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br /> O 3. Refer to"Soil Classification System and Key"figure for explanation of graphics and symbols. <br /> co <br /> Proposed Building Figure <br /> c eOTG'5TDevelopment Log of Test Pits <br /> 3313 Oakes Avenue 5 <br /> Everett,WA (1 of 3) <br />