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I <br /> fff <br /> A Ar <br /> (WEST) (EAST] <br /> hSW1A Gt MW-3A LF,GE�3€S <br /> CPT-M4 Ce CPT-M5 C-11 CPT-106 TX-MM GPT-7 CPT-M7 <br /> 9orllig—Borinq IB <br /> �7nl-9 AnatyGcd©nia for Solt tm9MOt <br /> 00 3dl5nmP'n <br /> -5 — .,V- < - Slate GeoundwalarEmal Y_ Inky Analytlsnl call:fatGrounrYNnlnr ldoni <br /> F"imt Lrtsauntead Growdwaior Lwal <br /> -10 <r.9 -10 <br /> ©alum of Flo+inq <br /> -15 I -15 <br /> -20 <r,a — ':..- _ ^� — — -20 Won - Wdl In <br /> Ulnnk <br /> �25 -" l Bun4unito 500 <br /> -30 -30 <br /> -35 - Screen <br /> <f-a -,35 Snnef Pnrk <br /> -40 - _ 400. 00 -40 . <br /> -.. _ <br /> -' <br /> -45 j c _ — — — _ -45 <br /> .. ... , . . .,. gym---: -, .— _.._. <br /> 0 <br /> T—.O <br /> .—40' <br /> -b <br /> -50 2,600 <br /> —— <br /> : <br /> — —50 <br /> TPi Total Petateum Hydrocarbons c rhonB <br /> quantified as Bs <br /> olin455 <br /> NA Not Analyzed <br /> - •' — — _60 T.D. Total Depth of Baring <br /> -60 B.G.B. Below Ground Surface <br /> -65 — _,"_ _ — -65 Proj. Projected <br /> -70 — -- _ — FEET <br /> -- -70 B.G.S. <br /> -75 -7'5 <br /> -77 -7 <br /> -80 - - - - - - - <br /> — o a00- 80 <br /> ..T <br /> — _ <br /> Prndominnnlly 5111 <br /> -85- ---� -85 aridlnr clay Lnynr <br /> . .� — — -90 ® Fill <br /> -90 - <50 <br /> _96 -95 sills a clays wall anad slry <br /> Iv <br /> Snnd I.nynr <br /> -100 _ -100 <br /> -105 -105 <br /> 2,400 - _110 <br /> - <br /> -' — — 68 <br /> — - 115 <br /> •-120 �. �..� � r �,.9 -120 <br /> <,.9 '� •.. �` T.b.=120• <br /> -125 T.O.=123' T,D.=121' 25 <br /> . _130 T.O.=125 T.b=121.5' -130 <br /> -135 -135 <br /> HORIZONTAL SCALE IN FEET <br /> 0 20 <br /> a 20 <br /> Note: This cross section was prepared by extrapolating data From widely spaced boreholes, VERTICAL SCALE IN FEET <br /> T1e�: DWI: airs: PRa.IEr 140: 62403335 <br /> GENERALIZED GEOLOGIC TOCor TIVIM PEA <br /> �. LINCOLN ST. <br /> �Ko: APNf3: STOCICTOI�1, CALIFORNIA <br /> CROSS—SECTION A—A' <br /> a <br /> REQ. FIGURE 5 <br /> FORMER COLOMBO TOSCANA BAKERY 10/2.3/09 0 <br /> u <br />