Laserfiche WebLink
Soil <br />SM Loose. Cark flray, gravnlly silry SAND, moisl. (FILL) <br />Dense to very dense, gray, gravelly, silty fine SAND, <br />moist. <br />(GLACIAL TILL) <br />SM <br />0 <br />, <br />za <br />75 <br />� <br />.o <br />Bottom oF boring at approximately 15.8 feet <br />No groundwater observed during dnlling <br />Approximate ground suAace = 417 feel <br />o♦PenetrauonResisunce <br />0 <br />z � � � •hloisturtCantrnt(•/.) <br />• m 8 3 � <br />�1 � d J � � <br />6 j N � w L' u= <br />E m s R n`' � o� 3 0 :o .o so <br />� S-I 19-21-30 8 GS <br />� S-2 21-34-50 5 <br />� 5-3 34•50/5" <br />� S-0 21-50/3'• q <br />Drilling Co.: Cascade Drilling <br />Equipment: Truck Mounled CMEJHollow Stem Augers <br />Hammer System: 140-Ib hammer auto•trip <br />Sampling Method: SP? <br />Date Completed: 1043-2000 <br />Inspected By: Tan <br />Fire Station No. 5 Log of Boring BH-5 <br />��7EQ 6801 Beveriy Blvd Page 7 of 1 s8' <br />,.�e..,....e <br />Everett. Washington Project No.00-06-1U0 Figure.a-s <br />. ��� <br />