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A A' (NORTH) PH-G= PH-G=515 H-G=77 (SOUTH) PH-D=700 700 PH-D=400 PH-G=350 H-D=550 H-G=3,400 PH-MO=2,700 PH-MO=9,200 =0.6 PH-MO=1,800 1 H-D=1,000 H-G-4,300 =9.0 =2.7 T=6.0 T=0.290 H-MO=3,000 T=99 T=58 T-13 E=7.4 E=0.430 =19 LTPH-G=0.38 E=200 E=32 E=11 X=43 X=2.9 T=180 X=1,100 X=176 X=60 TPH-G-2.1 E=82 T2-E T=0.12 X=457 B3 T3-E B2 Tl-W Bl B4 D_1 0, \ - - - -_- _-- -_ - - ? 5' } 5 I FTORM_ AERUST R�-E-A�--_- - - II -- -- --T- _-�- - -_-_-�- -�---_T-_--- ----- --------_- _-------__ -- -___-------_-- 0' - =-- --__--_---= ------ - - _ — 1a' 15' - 15' 20' __ _ -- =--- __-_--_-- __- _ -- -__ _ - -_ _ _ _____ _ __ __ __ __ - _ -_- _ __- _ --_ _- __-_ _ _ _ _-_ _ 20' - --- ---- -- - ------ - -- -- -- ------ --- - ---------- ---- - ---- - - -- ------ - - - --- -- -- --- - - - -- - - - -- -- - - - - - - --- - 25'- _-- - -- - _-- __-- -- --_- - - - - - - --- --- - - - - --- - -- ---- -- ----- --- -- - - - --- - - -- - ------ -- - - 30, rr. rr.- -� r - ._ -�. rr..-r°.r r_�+ -- r..r - - rvr rr - -�`�- 30' LEGEND PH-G=760 PH-G=930 PH-G=8,100 PH-G=1,700 PH-D=510 PH-D=900 H-D=5,500 PH-D=900 SILT, SANDY SILT, SILT WITH SAND OR SILTY CLAY E=3.6 PH-MO=200 PH-MO=300X=10.9 _ B-45 -_23 2,500 E=19 T=830 X=131 SILTY SAND X-97 E=150 X=760 1 GROUND WATER ELEVATION 1 EXTENT OF BORING APPROXIMATE LITHOLOGIC CONTACT EXTENT OF SOIL COMPOSITION DATA - - APPROXIMATE EXTENT OF IMPACTED SOIL • SOIL SAMPLE LOCATION TPH-G - TOTAL PETROLEUM HYDROCARBONS AS GASOLINE TPH-D - TOTAL PETROLEUM HYDROCARBONS AS DIESEL VERTICAL SCALE AS SHOWN TPH-G - TOTAL PETROLEUM HYDROCARBONS AS MOTOR OIL EN HORMONTAL B- BENZENE SCALE T- TOLUENE Advanced D 5 Ia E - ETHYLBENZENE GEOLOGIC CROSS SECTION: A—A GeoEAlhM oChYWw& , Inc. X- TOTAL DETECTED R.M.B. GARAGE ® °�^^ � ° FEET ND - NOT DETECTED N0.AGE-NC-OL-OH77 FLE: EmW. A-A �0 0 ALL UNITS REPORTED IN MG/KG 715 NORTH HUNTER STREET PROJECT 1 ALL SOIL BORINGS PROJECTED 5 FEET STOCKTON, CALIFORNIA DATE: 22 MAY 2002 DRAWN Hy: MAC 3