Laserfiche WebLink
I ` '1 P )0' \e, BORING 5 <br />Descr <br />'4C, �c �\q <br />'�p 'iption <br />E3-inches of asphalt over; <br />19 1 Gray -brown and black, silty SAND with brick and asphalt debris, <br />fine to medium -grained, moist, loose (FILL) <br />5 FILL 7 2 -becomes gray -brown <br />8 3 <br />10— Gray gravelly, silty SAND, fine to medium -grained, moist, cemented, <br />54 4 very dense (GLACIAL TILL) <br />15 1 15015 1kt-becomes moist to to very moist <br />1 <br />20— 50 <br />6 <br />2" <br />50 7 <br />2" * Test boring was terminated at 22.75 feet on June 6, 2019 due to refusal. <br />25 1-- * No groundwater was encountered during drilling. <br />30 <br />GEOTECH <br />CONSULTANTS, INC. <br />TEST BORING LOG <br />3322 Broadway Avenue <br />Everett, Washington <br />Job <br />Date: <br />Logged by: <br />Plate: <br />19178 <br />1 June 2019 <br />1 MKM <br />1 7 <br />