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A' <br /> A <br /> SOUTHEAST <br /> NORTHWEST <br /> MW-35 VEW-1 SOIL BORING MW_19 MW-20DESTROYSTROPED <br /> (A/B/C) CB-5 0 <br /> ' 0 SILT M sm — <br /> SP <br /> ' SAND <br /> FORMER Sm SILTY SAND S <br /> TANK <br /> BASIN <br /> — <br /> (FILL) SP 10 <br /> 10 — <br /> ' L----- ---- SP <br /> M � � � � � � � �' � � — <br /> SP J SP SWD CLAY CL <br /> M SILTY S4Nd _ M SP 20 <br /> 20 <br /> �- CLAY CL <br /> 1 � M SILTY SAND <br /> � w <br /> — — S — 3 0 <br /> SP <br /> 30 _ � <br /> SP <br /> ' SP S4Nd <br /> m m <br /> - - SP C` S/Lr M — <br /> ML- 40 <br /> ul <br /> CL CLOY _ - M _ <br /> o SILTY SAND SILTY SEND C -SP <br /> SM 7 <br /> M - -HCL <br /> SAND — — — — — fso <br /> TD=50' TD=50' —SP CL So <br /> TD-5D.5' <br /> TD-52' M SILT AND CLAY <br /> = C CLAYkY SAND l� SILT AVD C14Y <br /> 1 - <br /> C <br /> 80 <br /> L <br /> 50 - <br /> 1 TD=61,5' "S <br /> SILTY SAND <br /> 70 <br /> 70 <br /> TO-70' <br /> Fr <br /> E 5 <br /> 10ROSSR SEC <br /> GEOLOGIC C TION A - A' <br /> LEGEND: <br /> ASPHALT AND AGGREGATE BASE ULTRAMAR STATION NO. 696 <br /> M USCS SYMBOL 2448 WEST KETfLEMAN LANE <br /> APPROXIMATE CONTACT BETWEEN SOIL TYPES O. 20 FT <br /> � LOD1 CA. <br /> _ SCREENED INTERVAL O PROJECT NO. DRAWN BY <br /> HORIZONTAL SCALE VERMAL SCALE3-9ta I.H 2 13 95 Delta <br /> TD TOTAL DEPTH Fl NO. PREPARED 8Y <br /> 9 -918-5 REC <br /> R ON N . REVIEWED BY IRAcorp, <br /> 2 <br /> 1 <br />