Laserfiche WebLink
Project No 034-97252 ¢. <br /> A—E DRILLED TYPE OF BORING yry <br /> February 2, 1998 Direct Push <br /> FILLING EQUIPMENT ELEVATION & DATUM LOGGED BY <br /> Geoprobe JGB <br /> 3FLING METHOD DEPTH TO WATER FIRST COMPL. 24 HRS <br /> y Direct push <br /> � � C <br /> y C C <br /> _ R <br /> Ele�s ion a o <br /> V — SOIL DESCRIPTION <br /> Depth IF11 p v (n" <br /> D C2 (n R <br /> U <br /> r Pavement Asphaltic-concrete over aggregate base <br /> NO CH Fill Silty CLAY (CH), dark brown-gray, moist, soft <br /> # Silly clay (Native), dark brown-grey, moist, stiff <br /> �5 NO 0 XX ML Slightly sandy clayey SILT (ML}, light brown, stiff <br /> i <br /> I I' <br /> '° NO 0 XX More sandy, less clayey, variably cemented <br /> E <br /> L15� . N O 0 XX I Less sandy, more clayey <br /> 20 NO 0 xx More sandy, less clayey <br /> - BOTTOM OF BORING <br /> L <br /> 25 <br /> 1 <br /> s 30 <br /> 1 <br /> � 35 <br /> 1 <br /> I <br /> -R=r;erusal greater than 100 blows/foot KRAZAN & ASSOCIATES, INC Sheet 1 of 1 <br />