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TP-3 <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> E a E . Excavation Method: Tracked Excavator <br /> E <br /> o z m >, m co >, 144 <br /> 1_ a L a� m 0 Cl) Ground Elevation(ft): <br /> 0 L <br /> a) Ects— Ea m u) Excavated By: Evergreen Topsoil <br /> 0 co 06 co I- C7 D <br /> a—0 SM Loose,dark brown with organics,moist,silty <br /> oSM \SAND,fine-grained(Topsoil) <br /> o- Groundwater not encountered. - <br /> o_ Loose,brown,moist,gravelly,silty SAND,large _ <br /> concrete debris,fine-grained(FILL) <br /> z—2 — <br /> 5- -@2.5'concrete slab encountered;refusal <br /> w- \(TP-4 moved moved 10'to west) / _ <br /> Q- Test Pit Completed 11/18/16 _ <br /> N Total Depth of Test Pit=2.5 ft. <br /> Y—4 — <br /> 0 - <br /> o- <br /> F- - <br /> z <br /> 5- <br /> 5-6 — <br /> w <br /> w <br /> >- <br /> w <br /> - <br /> u- <br /> a-8 <br /> 0- - <br /> w <br /> Q <br /> o- - <br /> , <br /> r, -10 <br /> fB <br /> 0 <br /> I <br /> C <br /> TP-4 <br /> 0 <br /> 0 <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> 0 <br /> J <br /> m <br /> Z0 ir> a) .00 .3 Tracked Excavator <br /> w E o. E .o Excavation Method: <br /> I- as to E <br /> z ) Z m o cn Ground Elevation(ft): 144 <br /> :a cn <br /> a o a E- Cl) 0 Excavated By: Evergreen Topsoil <br /> II a—0 <br /> wSM Loose to medium-dense,orange/brown,moist, _ <br /> 1111 o silty SAND,mottled,fine-grained(Weathered <br /> w- Till) Groundwater not encountered. - <br /> -@1'becomes gray,gravelly,dense to very <br /> al 6—2 <br /> w-2 dense(Till) -- <br /> 0 <br /> IP <br /> in _ <br /> 4 1 d W=13 -@5'becomes very dense;refusal <br /> 0 <br /> o - - <br /> z _6 Test Pit Completed 11/18/16 — <br /> o Total Depth of Test Pit=5.0 ft. - <br /> 0 <br /> 0 <br /> o- - <br /> w- - <br /> c)_8 — <br /> co <br /> I-_ - <br /> 0 <br /> w <br /> a_ - <br /> o—10 — <br /> 0 <br /> Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> 0 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 /> Proposed Building Figure <br /> ooTee <br /> 5T Development Log of Test Pits y 1 3313 Oakes Avenue 6 <br /> iEverett, WA (2 of 3) <br />