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CROSS SECTION A—A LOOKING EAST <br /> A canopy <br /> A' <br /> Column <br /> Ground <br /> Former Pumo 151and Surface <br /> Footing <br /> ea <br /> 6 <br /> l backflll� <br /> Silty Sand - med to dark brown i'' �� <br /> LAYER 1 <br /> i 1 1 <br /> { 5135-5 584-5 5133-5 5152 1 T3 I 290cm Thick <br /> --�NA ----- NA NA NA 1 <br /> LTI J Es imated I T2 t <br /> 5 Indurated Silt - gray brown Cont umetlon �_1 <br /> 581-10 PIU-N-10 <br /> ALL N e = ND LA(ER 2 <br /> T n 3200 4Gcm Thick <br /> 555_-10 1 O r = 5 q00 <br /> q S1 -10 S83 10 S 2-10 LEDD <br /> 65000 <br /> AL ND ALL ND ALL ND G = l l00 <br /> EDD 5-3 <br /> 5 Silty sand to Sand - medl m brown 581-13 <br /> O SCALE IN FEET ALL ND <br /> 585-15 S54-15 tionCMEMAL ANALYSES — IL NA ALL ND 582-15 AlLL ND 14 5 <br /> B = BENZENE C/rg'kg7 SB —15 ALL ND LAYER 3 <br /> T = TOLUENE C�egfkg7 AL ND <br /> E ETItYLT3ENZEIJE C 9fkg7 45Cm Thick <br /> X - XTLENE i�cg/kgs PIT1-6-17 <br /> IPM-r, = TOTAL PETROLEUN HYl F'OC4RB0I45 <br /> QUANTIFIED A5 GASOLINE Cmg/kg7 ALL ND <br /> EDB = ETMYLENE DIBPO"DE C g/kgs <br /> ND = NONE DETECTED <br /> NA = NOT ANALYZED <br /> = SOIL SAMPLE LOCATIONS <br /> (TI) = FORMER UST LOGATION5 <br /> NOTE <br /> All samples were analylzed for BTEX and TPH--G LAYER 4 <br /> In addition SBI-10 and SB2-10 were analyized Appx 25 feet totaf 15cm Thick <br /> for EDB <br /> 71 Joh No <br /> a 'TI ENYIROhNENTAL GEOLOGICAL ENGINEERING GEOTECHNICAL (E7 I, P <br /> Dole GEOLOGIC CROSS SECTION A-A' <br /> 0 ^1 f <br /> Q 1/ 1125 N Golden Stale Bled MAY 1`196 <br /> CA) <br /> C Turfoc° cox 95381 Sale IDLEWILD MARY.ET <br /> 711 <br /> (269) 668-9234 fax 668-9248 A5 5HOWN 304' X1`1 H16HWAY l2 <br /> L.OD1 (,ALIFOPINIA <br />