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Loqged By DA <br />Date 1219/87 <br />Depth <br />(I:t.) - USCS <br />0 <br />5 <br />1 10 <br />15 <br />Loqgsd By D2 E lev. 1. <br />.. 12 /9/87 TEST PIT. NO% <br />TEST PIT NO. 7 <br />Soil Description <br />Elev. 17 <br />W <br />M <br />1 0 <br />1 5 <br />1 10 <br />1iM <br />(3" crushed rock) <br />sp <br />Brown fine to medium SAND, little gravel, trace <br />silt, medium dense (fill) <br />9 <br />Geofabric at 3' <br />53 <br />sm <br />Gray silty fine SAND and sawdust; wet, medium <br />dense (fill) <br />75 <br />MH <br />Dark gray organic SILT, little sand, soft (fill) <br />qu<0.5taf <br />oh <br />LL-53 <br />' <br />PI=4 <br />71 <br />ml <br />Gray sandy SILT, trace sawdust, wet, soft, <br />lowlasticit <br />97 <br />u<0.5tsf <br />Test pit terminated at 12 feet below existing grade. <br />Groundwater seepage encountered at 1 foot during <br />' excavation. <br />(3" 10 crushed rock) <br />sp Brown and gray SAND, little gravel, wet, medium 12 <br />dense (fill) <br />ml Dark gray to gray organic SILT, little sand, 68_ <br />little sawdust, wet, soft, low plasticity quits£ <br />(Pit caved in:sand filled ditch line.) 67 <br />13. <br />Test pit terminated at 11.5 feet below existing grade. No <br />groundwater seepage encountered during excavation. <br />- — iubsurlace corndnans depo" ►epresen wr observalian a1 u» tree and location of VW aspforarory how. rnodibed br MVWW Wq 0M. analyses. and <br />j,, ffwm TMy We na nete3sarily rep►e MMfte of Woo times and lowww. Mw eanrat accep asponslbift for Me we a rwrw"an by whorl of <br />afo►re+saon plowlee on MMi <br />TEST PIT LOGS <br />r PIONEER MARINE'PLAZA <br />EarthEVERETT, WASHINGTON <br />; �i <br />Consultants Ire. '► <br />GEOTECNNICAL ENGINEERING & GEOLOGY PrOj. NO. 3691 Date Jan' 88 Plats 8 <br />