3716 UPLAND AVE 2018-03-27 - Laserfiche WebLink

HAND AUGER HA 1 0.0—2.0 Brown,silty sand fill,damp, loose. [FILL] 2.0—2.5 Remnant topsoil 2.5—4.0 Reddish brown,slightly silty SAND with roots,fine-to medium-grained, moist, medium-dense. [SP/SM] -becomes wet at 3.5 feet 4.0 Gray-brown,silty sand,fine-to medium-grained,moist, cemented,very dense(Glacial Till)[SM] Hand Auger Boring was terminated at a depth of 4.0 feet on February 5,2015. No groundwater seepage was observed in the hole. HAND AUGER HA 2 0.0—3.0 Brown,silty sand fill,damp, loose. [FILL] 3.0—5.0 Grayish brown, slightly silty SAND,fine-to medium-grained, moist, loose to medium-dense. [SP/SM] -becomes wet at 4.5 feet. 5.0 Gray-brown,silty sand,fine-to medium-grained, moist,cemented,very dense(Glacial Till)[SM] Hand Auger Boring was terminated at a depth of 5.0 feet on February 5,2015. No groundwater seepage was observed in the hole. HAND AUGER HA 3 Depth(feet) Soil Description 0.0—1.0 Brown,silty sand fill,damp, loose. [FILL] 1.0—3.0 Grayish brown,silty SAND with roots,fine-to medium-grained,wet, loose to medium-dense. [SM] 3.0 Gray-brown,silty sand,fine-to medium-grained, moist, cemented,very dense(Glacial Till)[SM] Hand Auger Boring was terminated at a depth of 3.0 feet on February 5,2015. No groundwater seepage was observed in the hole. Note-Letters in brackets[]denote USCS soil designation. Hand Auger Boring Logs GEOTECJJ 3716 Upland Drive CONSULTANTS,INC. Everett,Washington Job I Date: I Scale: I Plate: - — 15044 Mar. 2015 Not to Scale 3 GEOTECH CONSULTANTS,INC.