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4 <br /> 4 <br /> 0 <br /> 0 <br /> TP-3 <br /> EL" <br /> 1- <br /> co c <br /> Lu <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> a <br /> aZr) a) -0 o Tracked Excavator <br /> 1-- E 0- E E Excavation Method: <br /> 2 aa) Z a� co Ground Elevation(ft): Undetermined <br /> z s n a� 0 0 :c co <br /> o n 0 <br /> o O con xs u) I- CD D <br /> =-0 <br /> z_ SM Medium dense to dense,variegated tan,gray, - <br /> 3- brown and lightly mottled,damp,silty,gravelly _ <br /> z TP3-1= d W=26 SAND(Previously Placed Fill) Groundwater not encountered. _ <br /> 5—2 SM \-Unit contined limited rootlets from grass within — <br /> ill - the upper-3". - <br /> m - <br /> - Medium dense,brown to dark brown,silty to _ <br /> o —4 TP3-1 — d very silty SAND(Previously Placed Fill) — <br /> 3_ -Unit contained approximately 8.5%organic <br /> u, content by weight. <br /> z- <br /> —6 - — <br /> a - SM Medium dense,dark tan to light brown,damp to <br /> moist,gravelly,silty SAND(Previously Placed <br /> - <br /> _ Fill) - <br /> J -8 _ <br /> W - <br /> z _ <br /> o <br /> - Test Pit Completed 04/09/19 - <br /> o —10 Total Depth of Test Pit=8.5 ft. — <br /> I- - <br /> sr <br /> m _ <br /> O — <br /> I- <br /> 0 <br /> 2 <br /> co TP-4 <br /> J <br /> 0 <br /> o <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> co0 <br /> -1 N m -0 o Tracked Excavator <br /> j E 0- T E Excavation Method: <br /> z m i- <br /> m Z :33 To m 0 co Ground Elevation(ft): Undetermined <br /> o . a a) a 0 n Cl) <br /> I--- a) m e m co N co <br /> 0 co 06 V) I- 0 D <br /> w - 0 SM Medium dense to dense,variegated tan,gray, - <br /> o _ brown and lightly mottled,damp,silty,gravelly <br /> Lu <br /> c.D _ SAND(Previously Placed Fill) Groundwater not encountered. _ <br /> TP4-1= d <br /> —2SM Unit contined limited rootlets from grass within r — <br /> LL - \the upper-3". - <br /> o- - <br /> - Medium dense,brown to dark brown,silty to - <br /> O —4 TP4-2= d W=18 very silty SAND(Previously Placed Fill) — <br /> N- GS -Unit contained occasional to scattered organic - <br /> co - debris. - <br /> 0 - <br /> "' —6 — <br /> 0 - <br /> w <br /> a - <br /> 6 - - <br /> 0 <br /> 0 <br /> o _ 1 f SM Medium dense,dark tan to light brown,damp to <br /> o_ r moist,gravelly,silty SAND(Previously Placed <br /> 0_ \Fill) <br /> CO —10 Test Pit Completed 04/09/19 - <br /> w - Total Depth of Test Pit=9.0 ft. - <br /> o <br /> 0- _ <br /> a. <br /> 0-12 — <br /> m <br /> N <br /> Q Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> sr m 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 /> m <br /> Horizon Elementary Portable Figure <br /> CSG OTeST 222 W. Casino Road Log of Test Pits A_2 <br /> Everett, Washington /'1 <br />