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f <br /> C GRADEDRLSAND . n �. C <br /> SANDY GRAVEL <br /> NORTH ��---� (BACK FILL) SOUTH <br /> D MW-24 MW-14 VW_1 MW-16 _ --- MW-20 W 0 <br /> c 88a � 3i 166 <br /> 1 0 <br /> 09SILTY & 17i0o c4S.17, I SILTY & f <br /> SANDY CLAYS i;`, SANDY CLAYS <br /> 10NO 760 —7 <br /> 10 <br /> 1 o <br /> � <br /> 08 340 � <br /> CLAYEY SILT / <br /> LLJ w LEQEN1 <br /> V No 1,,3800 <23 / SILTS, SILTY U <br /> 11,000 CLAYEY SAND SA&NDS - tom,_ -� -4 Soil analytical 1n milligrams per kilogram <br /> FU <br /> ce- <br /> 20- NO 40 <25 - `- -- - 2Q (mg/kg) detectable concentrations shown <br /> CLAYEY SILT { f <br /> SILTS, SILTY - <br /> -6 o ? - -�? � ������ SAND & �- --- _- � � �. Depth to groundwater during monitoring event <br /> CC3LAYEY SANDS f, SILTY & _ - 3/30-4/2, 1999 <br /> SANDY CLAYS <br /> ck: 30NO ivo°�°2s) �� 30 � Estimated depth to groundwater at time of <br /> 0 .� <br /> NO 1 ? yo ' =- drilling (1993 for MW--" wells, 1995 for <br /> } ? 0IS <br /> Q 7 — 44 / ) <br /> l <br /> J <br /> 1 0 J SANDY & SILTY & <br /> j <br /> W CLAYEY SILTS 240 SANDY CLAYS LLJ <br /> w °� 40 ? - NO_ 31000 21 -- v 40 m NOTES <br /> I._ ?- _ -- -� , / I— 1 Monitoring well VW-1 was abandoned 8/98 <br /> SILTY & <br /> 1 W - POORLY CLAYEY SILT� — — - / W and therefore was not sampled during the <br /> W ND LV, 160 SANDY CLAYS ls3 <br /> I'`- ? NO — SND -- '.60° I P — POORLY _ `r Y �A_ April 1999 monitoring event <br /> ✓ SANDY, ? —_ <br /> Z GRADED SAND CLAYEY <br /> 5D Nn 60 NO SILTS & 7 50 - 2 TPH-G and Benzene were not detected or below <br /> _ \ SANDY, CLAYEY SAND = the reporting limits at MW-16 and MW-20 <br /> F- <br /> a_ NO 100/ CLAY <br /> & <br /> ~ ND not detected <br /> F_ 0 NO t7 ` LLJ <br /> CLAYEY SAND / / SILTY & Ca <br /> 1 0 6D *? - NOSOURCE <br /> 1,700 _ -- — -- — - __ __ _ — 1 SANDY CLAYS <br /> \ Na— �� � f � 60 GEOCON Dec 1996 <br /> SILTY SAND & <br />' cru0 NO NO POORLY <br /> C) IF NO NO9 <br /> GRADED SAND <br /> Q 70 NO 139 —T _ —? — - 9 70 z 12 <br /> �H <br /> O / 7 V W <br /> 1/7 <br /> in <br /> SILTY SAND & <br /> POORLY rDY' SILTY & ; U 0 e <br /> GRADED SAND f CLAYEY SILTS SANDY CLAYS 80 �� <br /> U 80 & CLAYEY W v <br /> SANDS >4- <br /> JI <br /> ND ? ca) 00 30 60 <br /> Z 0 021 S — HORIZONTAL SCALE <br /> T1 I OF CROSS SECTION <br /> v CLAYEY SAND 90 <br />' L) 90 _ _ T �'�- TD=90' <br /> f URS Greiner Woodward Clyde <br /> CD TD=94' TD=94' TD=94' <br /> GENERALIZED GEOLOGIC <br /> '00 <br /> ? 100 1 CROSS-SECTION C-C' <br /> 1603 SOUTH 8 STREET <br /> Li TD. 101 50' STOCKTON, CALIFORNIA <br /> Q 105 1 D5 Proj No 4104010004 Oeste FEB 2000 <br /> Project CAD ID SECT—CC <br /> w CALTRANS SHOP 10 <br /> J <br /> � � MAINTENANCE STATION Figure Z_ <br />