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NW SE <br /> TPIE-g=ND TPH-g=141) <br /> D-NI) H=ND <br /> TP11-d=11000 T=ND T=ND <br /> B-14 F=N;) E=ND <br /> T=600 B 'A=ND XrND B, <br /> E=2ZO <br /> 01260 <br /> 0 Vw'-I MW-G MW-4 <br /> T1'F1-g-Np T ._ v -- — — — — — - — TPH-&-ND <br /> 9-VD 1 _ — _ — _ — — — D=!D <br /> LEGENDT-NDl;D 10 _ _ _ — — — — ——— — — — 10 T-ND <br /> _ _ _ _ E=ND <br /> X=0010 — _ _ — — — X=ND <br /> - SM/SP/SC FINE SAND POORLY SORTED SILTY CLAYEY MEDIUM 20 — _ — — — — — — — — — 20 <br /> DENSE INTERMITTENT FINE TO MEDIUM SAND TPH-g-ND1 ._ �. — — — — — TPH-g=ND <br /> D=M1D III\` \ — — .» — — — — — — — — DaND <br /> -ML/CL SILT CLAY STIFF TO TIGHT DENSE INTERMITTENT FINE SAND T=o0oe4 ` i=No <br /> F"D 30 — — — — — — — — — — — — 30 E=ND <br /> X=0 005GJ — — —_ — — — — — — — — _ — — X=ND <br /> ❑ -APPROXIMATE AREA OF PETROLEUM HYDROCARBON IMPACTED SOIL — — — — — _ — — — — — — — — _ — — <br /> TPH-g=ND 40 40 <br /> B-ND — -- <br /> T-ND - - --- -- — — <br /> APPROXIMATE GROUND WATER DEPTH E=ND — — — — — — — — — — — — — — <br /> X=ND <br /> TP71-g=ND G0 <br /> B=ND — — — — —T-NT) — — — — — — — — — — <br /> E=ND <br /> �ry0 — — — — — — — — — — — — — — — 70 SI <br /> TPFI-g=NQ 13 — — — — — — — — - — FSO <br /> — <br /> T=ND — - <br /> E-NO — - _ _ _ _ _ _ <br /> %-ND 90 <br /> F06 — f= — — — — — — — — — — — — — — — — iDO <br /> HORIZONTAL SCALE TPH-g=ND TPH-g=ND TPH-g-ND TPH-g=ND <br /> D=ND D=ND B=ND D=ND <br /> 0 15 30 T=ND i=ND T-ND T=ND <br /> E=ND E=ND E=ND E=ND <br /> X=ND X=ND A=ND X=ND <br /> — FEET <br /> ND-NON DETECT (LLSS THAN REPORTING LIMIT) <br /> ALL UNITS REPORTED AS mg/kg (PARTS PER MILLION) <br /> CRO S. S SECTION <br /> ErTION R — R ' � Adrlarlced <br /> MARLOWE PROPERTY' GeoEnviionr ,ental, Inc <br /> EAST <br /> ROAD <br /> of Northern Cob ,n1s <br /> 4648 Lat�ST 7�WATERLOO OAA PROJECT NO ACE—NC-95-0104 FILE MARL—H—a FIGURE <br /> S 1�0CXTO1V , CALIFORNIAA11' R N fDATI, 10 MARCH 1997 DRA 14 Bl MAC I i <br />