Laserfiche WebLink
' CE AN13 TECHNOLOGY COAT <br /> LOG OF BORING RGRING N0. MW--t (K1 StEETIOF� 1i <br /> CLIENT OF <br /> PROJECT PROJECT NO <br /> East Bay Municipal Utility District Stockton Maintenance Yard 40429 <br /> PROJECT LOCATION COORDINATES ELEVATION (DATUM) (TOTAL DEPTH DATE START <br /> ' Stockton, California N 4917 0282 E 5033 9210 3 29 (msl) 24 0 FEET 8/22/89 <br /> SURFACE CONDITIONS LOGGED BY DATE FINISri <br /> Asphalt Kleinfelder <br /> 8/22/89 <br /> ' SAMPLING CHECKED BY APPROVED BY <br /> y� W <br /> _ s �W- tu r, <br /> Q n } W n- O <br /> zU <br /> CORING z <br /> UJI <br /> a CLASSIFICATION OF MATERIAL REMARKS <br /> U � <br /> x� � 4 <br /> C3 <br /> / r ASPHALT Boring advanced <br /> 1 ','%r CLAY light brown to orange moist some w/7-1/4 00 hollow ste- <br /> 'rrrr silt (CL) auger <br /> 2 ,rr CA sampler driven w/1-C <br /> rr <br /> Ib hammer <br /> rrrr <br /> rr r <br /> 4 .rr r <br /> rr rr <br /> rr rr <br /> 7 - <br /> 8- <br /> 9- <br /> 11 8 9 11 ' ' -------------------------------- <br /> SANO dark green wet very fine to <br /> 12 medium grained some mica (SP) <br /> 13 - <br /> 14- <br /> CA <br /> 314CA 1 15- <br /> 16 —\ <br /> 17- <br /> 20 - <br /> 21- <br /> 22- <br /> 23 <br /> 720212223 <br /> 24 <br /> Bottom of boring-F- <br /> 25 <br /> aring@25 24 0 <br /> 26 Water Level encounterec <br /> at 12 feet <br /> 27 <br /> ' ^8 <br /> 29 <br />