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4 <br /> 4 <br /> (3 <br /> O <br /> TP-1 <br /> a <br /> w <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> a <br /> Q a a) a o Tracked Excavator <br /> E a E Excavation Method: <br /> c H T E <br /> aa) Z a� m o vT) Ground Elevation(ft): Undetermined <br /> Z r a s n ca -c Cl) <br /> No a E E E r4 m U <br /> co <br /> 0 tj v)05 r%) I- 0 D <br /> —0 <br /> 1 - W=11 1.1 SM Loose to medium dense,tan to gray,moist, <br /> i TP1-1= d ve ravel) (Playfield Surfacing) _ <br /> c�- GS SM � rY gravelly,silty SAND Pla field � <br /> Groundwater not encountered. <br /> z - Dense,variegated gray to reddish brown and - <br /> 5—2 mottled,damp,gravelly,very silty to silty SAND — <br /> TP1-2= d W=11 (Previously Placed Fill) - <br /> a _ -Pocket Penetrometer=3.5-4.0 TSF, <br /> co —4 — <br /> a- - <br /> w - TP1-3= d W=7 - <br /> Z _ SM Medium dense,brown,damp to moist,gravelly, <br /> >- —6 silty SAND(Previously Placed Fill) — <br /> a - -Contained scattered to numerous large - <br /> z - TP1-4= d GS 0 diameter woody debris. <br /> Li, _ <br /> w -8 — <br /> J <br /> W - <br /> Z - <br /> o- Test Pit Completed 04/09/19 _ <br /> o—10 Total Depth of Test Pit=8.5 ft. — <br /> x - <br /> a <br /> rn _ <br /> 0 —12 — <br /> U <br /> TP-2 <br /> s <br /> J <br /> O <br /> o <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> co0 <br /> _, m -a Ti Tracked Excavator <br /> E m T E la Excavation Method: <br /> >. E <br /> ET) 0 Z a� 0 t u) Ground Elevation(ft): Undetermined <br /> O _c Q a) Q <br /> 0 v)05 C/) I- 0 <br /> w _ 0 � I SM Loose to medium dense,tan to gray,moist, <br /> °w TP2-1= d W=3 SM very gravelly,silty SAND(Playfield Surfacing) Z---. _ <br /> Dense,variegated grayto reddish brown and Groundwater not encountered. - <br /> —2 mottled,damp,gravll ,very silty to silty SAND - <br /> - TP2-2= d W=11 (Previously Placed Fill) <br /> 2 -Unit contained plastic and other anthropogenic <br /> ch debris <br /> m -4 — <br /> E - -Pocket Penetrometer=3.5-4.0 TSF - <br /> CN <br /> CO- TP2-3= d GS SM - - <br /> o - Medium dense,brown,damp to moist,very - <br /> w —6 • c GP/ gravelly,silty SAND(Previously Placed Fill) — <br /> c •'-c GM -Contained approximately 2.5%organic <br /> a c content. - <br /> • <br /> c <br /> 8 —8 TP2-4= d G34 o• c Very dense,gray,damp to dry,silty,sandy — <br /> ao <br /> - r GRAVEL(Glacial Till) <br /> ?- Test Pit Completed 04/09/19 \-Pocket Penetrometer=4.5 TSF _ <br /> —10 Total Depth of Test Pit=8.5 ft. — <br /> w - - <br /> 3 - - <br /> c - _ <br /> 0 -12 — <br /> x <br /> 0, <br /> N <br /> N <br /> Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> rn 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br /> b 3. Refer to"Soil Classification System and Key"figure for explanation of graphics and symbols. <br /> 0) <br /> Horizon Elementary Portable Figure <br /> C,eOTG 5T 222 W. Casino Road Log of Test Pits /� _1 <br /> Everett, Washington /`� <br />