Laserfiche WebLink
TP-3 <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> .0 a> �° o Tracked Excavator <br /> O E a. E Excavation Method: <br /> o Z 6 ' as U) >, <br /> I-- <br /> = a, ii-) is o U) Ground Elevation(ft). 144 <br /> a .O -El_a> O. O L C/) <br /> n m E C E a)nE u) Excavated By: Evergreen Topsoil <br /> rD woo co h- C7 D <br /> a—0 SM Loose,dark brown with organics,moist,silty <br /> 0 ca SM \SAND,fine-grained(Topsoil) Z-- - <br /> o Groundwater not encountered. <br /> _ • Loose,brown,moist,gravelly,silty SAND,large_ - <br /> —2 concrete debris,fine-grained(FILL) — <br /> Z -( 2.5'concrete slab encountered;refusal <br /> C7 in \(TP-4 moved moved 10'to west) <br /> - Test Pit Completed 11/18/16 <br /> - <br /> ° Total Depth of Test Pit=2.5 ft. — <br /> 1 —4 <br /> Q <br /> O_ _ <br /> F_ <br /> z <br /> l; —6 — <br /> w <br /> rr- - <br /> w <br /> >- - <br /> w <br /> ui- - <br /> > -8 — <br /> (n- <br /> w <br /> _ _ <br /> Q <br /> O _ _ <br /> M <br /> r,—10 — <br /> m <br /> . <br /> L <br /> 0 <br /> TP-4 <br /> a <br /> z <br /> 0 <br /> o SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> 0 <br /> -J <br /> Zi5 <br /> az 0 a) a —o Tracked Excavator <br /> E T E E Excavation Method: <br /> zcc = a d m 0 rn Ground Elevation(ft): 144 <br /> o L u) <br /> aEcts C E m u) Excavated By: Evergreen Topsoil <br /> J 0 C/)oC$ U) I- C7 : <br /> Q —0 <br /> > • SM Loose to medium-dense,orange/brown,moist, <br /> o silty SAND,mottled,fine-grained(Weathered <br /> in- Till) Groundwater not encountered. - <br /> -@1'becomes gray,gravelly,dense to very - <br /> iai —2 dense(Till) - — <br /> 6- - <br /> w <br /> o- - <br /> 6 <br /> o - <br /> — <br /> -4 1 d W=13 -@5'becomes very dense;refusal <br /> -0 <br /> w _ <br /> O_ <br /> Test Pit Completed 11/18/16 — <br /> g ——6 Total Depth of Test Pit=5.0 ft. <br /> 0 <br /> 0 <br /> o- - <br /> 6 <br /> w- - <br /> C7 <br /> h-—8 — <br /> o_ _ <br /> w_ <br /> _ <br /> o—10 — <br /> X <br /> . <br /> Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <br /> a, 2. Reference to the text of this report is necessary for a proper understanding of subsurface conditions. <br /> CD 0 3. Refer to"Soil Classification System and Key"figure for explanation of graphics and symbols. <br /> Proposed Building Figure <br /> oeoTe5T Development Log of Test Pits <br /> 7 3313 Oakes Avenue 6 <br /> Everett,WA (2 of 3) <br />