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Pi A A' <br /> (NORTH ) PH-G=1 ,200 PH-G=515 H-G=77 <br /> ( SOUTH ) <br /> PH-D=700 PH-D=400 PH- G=350 H-D=550 <br /> H-G= 3,400 PH-MO = 2,700 PH-MO=93200 =0 . 6 PH-MO =1 ,800 <br /> 1 H-D=1 , 000 H-G=4, 300 =9. 0 = 2. 7 T-6 . 0 T= 0 . 290 <br /> H-MO=31000 T=99 T=58 T= 13 E= 7 .4 E=0.430 <br /> =19 CPH- G= 0 . 38 E =200 E=32 E=11 X=43 X= 2 . 9 <br /> T=180 X=1 ,100 X=176 X=gO TPH- G=2 .1 <br /> E=82 T2-E ) T= 0, 12 <br /> X=457 B3 T3 -E B2 Tl Hl B4 D_1 0, <br /> ? 5' <br /> } 5 I FORMER UST AREA I - <br /> I I r- - - - _- - - _-_ <br /> 10 10 <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - -7_ - - - - - - - - - - - - - --_7- - - - - - - - - - - - - - - - - <br /> - - - - - - - - - - - - <br /> _=-_ _ ==_-_-_=______ _ ____ _______ _:___: <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - <br /> 15 op — 15' <br /> - - - - -- - - - - -- - - - - - - - -- - - -- - - - - - - - - - - - - -- - -- - - - - - - - - - - - - <br /> 20 ' _ _ _ —==- - - — - _ - - _ _ - _ - - — -- - - - - - - - - - - - - - - - - - — - - - _ - _ _ - _ _ _ _ _ - _ - 20 ' <br /> - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - <br /> - - - - - - - - - - - - - - - - - - - - - - - - - -_ - <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 25 - - - <br /> ' - - - - - - - - - - - - - - - - - - - - - - - - - - - 25 <br /> - - <br /> - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> - - - - - - - - <br /> LEGEND PH-G=760 PH-G= 930 PH-G=8, 100 PH-G=1 ,700 <br /> PH-D=510 PH-D= 900 H-D= 5,500 PH-D=900 <br /> E =3 . 6 PH-MO=200 PH-MO=300 <br /> SILT, SANDY SILT, SILT WITH SAND OR SILTY CLAY X=10 .9 _ B=45 PH-MO=2,500 <br /> 23 <br /> X-97 T=630 X=131 <br /> SILTY SAND X-97 E=150 <br /> X= 760 <br /> 1 GROUND WATER ELEVATION <br /> 1 EXTENT OF BORING <br /> APPROXIMATE LITHOLOGIC CONTACT <br /> EXTENT OF SOIL COMPOSITION DATA <br /> — — APPROXIMATE EXTENT OF IMPACTED SOIL <br /> • SOIL SAMPLE LOCATION <br /> TPH-G - TOTAL PETROLEUM HYDROCARBONS AS GASOLINE <br /> TPH-D - TOTAL PETROLEUM HYDROCARBONS AS DIESEL <br /> VERTICAL SCALE AS SHOWN TPH-G - TOTAL PETROLEUM HYDROCARBONS AS MOTOR OIL <br /> EN HORMONTAL B- BENZENE <br /> SCALE T- TOLUENE Adv -need <br /> 0 5 10 E - ETHYLHENZENE GEOLOGIC CROSS SECTION : A - A IQ <br /> GeoEnvironmental, Inc . <br /> X- TOTAL XYLENES R . M . B . GARAGE ® °/ A'°rM� <br /> FEET NO - NOT DETECTED <br /> 715 NORTH HUNTER STREET PROJECT N0. AGE—NC—OL-0677 FD.E: Emie A-A nG ' <br /> ALL UNITS REPORTED IN MG/KG <br /> 1 ALL SOIL BORINGS PROJECTED 5 FEET STOCKTON , CALIFORNIA DATE: 22 MAY 2002 DRAWN BY: MAC 3 <br />